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Home My WebLink AboutWWP273588 (6)� ��^ _.. �. tZ L% � t � 1i�;y 3 .se ry � � : , `� s�z ��s � _ b S `t }'Q £ Y �-P +Y � 7 '-( 1 � .. . t _ ._ . �rt �� .�� ,.�� nsmitfa orm � .�..: WF...=„ ....,.. ,.. .. � - . = _ . , : ,�: , . ...,_ �. . .. �� .�, - . : Tr a " �I.:F. Compar,yName �-:�+.1 b! 62.�� -�` Date: �� ZS Zc��l Address �:�� j �,.�:�•--� ��..._��, �� Company: ��o�cw,As-� City, Stafe, Zip �e �, a '�., � A . � � o S '� Attention: � ��4, �,`\ '� �, .-� �� Phone Number � Z�S ,`-�`3�. � 2�� From: �.� 'Ll,� ,��:ti��c �2 a-•-- �Z ,�i�� Project�name: L-,�t��> ��- �, � L,., � _ �i _ � S S �` Subject: � � c �� A�.� � S ' . We are sending you: Via: For your: ❑ Records �/�"`�--(lse and informafion ,�-,Approval � �Review and comment ❑ Use and distribution ❑ Under separate cover ��Express Mail ❑ FAX Memo: ❑ FEDEX � UPS ❑ Other �� . Signed: � � �_...�5,�� : �� WMARKETING �Attached ❑ US Mail ❑ Hand Delivery Submittals.doc � G�orc�yia GvO� : �.: �: C�ENERAL Rigid vinyl has excellent chemical resistance due to its chemical structure. Stain resistance as well as cleanabi�ity are enhanced due to this chemical resistance. 01 /93 c�t�..., � ' G�o�rJ�� Gu/� CHEiIAICAL RE�IS�'ANCE KEY: R-Resistant - N. R.-Not Recommended REAGENT TEMPERATURE � REAGENT TEMPERATURE 72°F 140°F 72°F 140°F -A- �, Acetaldehyde .................................. NR ...... NR Acetic Acid, pure ............................ NR ...... NR Acetic Acid, 10% ............................ R.......... R Acetic Acid, 20% ............................ R........ NR Acetic Acid, 80% ............................ R........ NR Acetic Acid; Glacial ........................ NR ...... NR Acetic Anhydride ............................ NR ...... NR Acetone.......................................... NR ...... NR Acetyl Nitrile .................................... NR ...... NR Acetylene .................................... .... R .......... R Acrylic Acid Ethyl Ester .................: NR ...... NR Adipic Acid ...................................... R .......... R Alcohol, Butyl .................................. R .......... R Alcohol, Ethyl .................................. R ......... R Alcohol, Methyl, Butyl ...................... R.......... R Alcohol, Propyl, Ethyl ...................... R.......... R Allyl Alcohol, 96% .......................... NR ,..... NR Allyl Chloride .................................. NR ...... NR Alum................................................ R .......... R Aluminum Alum .............................. R .......... R Aluminum Chloride ....................... ... R .......... R Aluminum Fluoride ..........:..... .......:.. R .......... R Aluminum Hydroxide ...................... R .......... R Aluminum Oxychloride .................... R Aluminum Nitrate ............................ R .... R Aluminum Sulfate ............................ R . R Ammonia (Gas-dry) ........................ R .......... R Arnmonia (Liquid) ........................... NR . ...NR Ammonium Acetate ........................ R ...... R .... Ammonium Alum ...................... ...... R .......... R Ammonium Biflouride ...................... R .......... R Ammonium Bisulfate ..................... R .......... R Ammonium Carbonate .............. Ammonium Chloride ........................ R .......... R Ammonium Dichromate ............. ..... R .......... R Ammonium Flouride, 25%0 .............. NR ...... NR Ammonium Hydroxide .............. ..... R .......... R Ammonium Hydroxide, 10%............ R .......... R Ammonium Hydroxide, 28%............ R .......... R Ammonium Metaphosphate ............ R R ........,. Ammonium Nitrate .......................... R .......... R Ammonium Persutfate ................... . R .......... R 1mmonium Phosphate .................. R .. .......... R {mmonium Sulfate .......................... R .......... R Ammonium Suffide ...................... .... R .......... R 01 /93 Ammonium Triocyanate .................. R.,.,........ R Amyl Acetate .................................... NR .... NR Amyl Alcohol .................................... NR .... NR Amyl Chloride .................................. NR ,... NR Aniline.............................................. NR .... NR Aniline Chlorohydrate ...................... NR ..,. NR Aniline Hydrocholorate .................... NR .... NR Anthraquinone ................................ R;..,..... NR Anthraquinonesulfonic Acid '� ..........,. R............ R Antimony Trichloride ........................ R,.,...,..... R Aqua Regia ...................................... NR .... NR Aromatic Hydrocarbons .................. NR ..,. NR Arsenic Acid, 80% ............................ R,........... R Arsenic Trioxide (powder) ................ R .......,.... R Arylsufonic Acid .............................. R.....,.. NR -B- Barium Carbonate ............................ R ............ R Barium Chloride ...................... ........ R.....,...... R Barium Hydroxide ................. ........... R............ R Barium Nitrate .................................. R ............ R Barium Sulfate ................................ R R ............ Barium Sulfide ................................ R .....,...... R Beer......................... .... R ................... ............ R Beet Sugar Liquors .......................... R ............ R Benzaldehyde, 10% ........................ NR .... NR Benzaldehyde, above 10% .............. NR .... NR Benzene.......................................... NR NR .,,. Benzoic Acid ....................... ............. R............ R Bismuth Carbonate .......................... R ............ R Black Liquor ................................. R ............ R Bleach (12% CI) ................. ........ R ............ R Borax.............................................. R. R Boric Acid ......... ..... . R ........... R Breeder Pellets (fish deriv.) .............. R............ R BromicAcid ...................................... R R ............ Bromine (Liquid) .............................. NR ,... NR Bromine (Vapor/25%) ...................... R............ R Bromobenzene .....:....... NR .... NR ................... Bromine Water .......................... NR .... NR Butadiene ........................................ NR .... NR Butane . NR ..., NR ........................................... ..,. NR Butanol, Primary .............................. NR Butanol, Secondary ........................ NR ,... NR Butyl Acetate .................................... NR ..., NR Butyl Alcohol ............... ,.... R......., NR ................ 7-1 Ge�orgia Gcs/F CHEMICAL RESISTANCE KEY: R-Resistant - N. R.-Not Recommended REAGENT TEMPERATURE I REAGENT TEMPERATURE 72°F 140°F 72°F 140°F ,� Butyl Mercaptan .............................. NR ...... NR Butyl Phenol .................................... R ........ NR Butyl Searate .................................. R ............ ButyneDiol .................................... NR ...... NR Butyric Acid .................................... NR ...... NR -C- Cadmium Cyanide .......................... Calcium Bisulfide ............................ Calcium Bisulfite ............................ Calcium Carbonate ........................ Calcium Chlorate ............................ Calcium Chloride ............................ Calcium Hydroxide .......................... Calcium Hypochlorite ...................... Calcium Nitrate .............................. Calcium Oxide ................................ Calcium Sulphate ............................ Carbon Bisulfide .............................. Carbon Dioxide .............................. Carbon Monoxide ............................ Carbon Tetrachloride ...................... Carbonic Acid .................................. CastorOil ........................................ Caustic Potash ................................ Celosolve ........................................ Caustic Soda .................................. Chloracetic Acid .............................. Chloral Hydrate .............................. Chloric Acid, 20% ............................ Chloride (Water) .............................. Chlorine Gas (Dry) .......................... Chlorine Gas (Wet) ........................ Chlorine (Water) .............................. Chloracetic Acid .............................. Chlorobenzene .............................. Chloroform ...................................... Chloropicein .................................... Chlorosulfonic Acid ........................ Chlorox Bleach Solution .................. Chrome Afum .................................. Chromic Acid, 10% ........................ Chromic Acid, 50% ........................ Chromic/Nitric Acid, 15-35% .......... Chromic/Sulfuric/Water, 50/15/35 .. Citric Acid ........................................ 01 /93 R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R..,....... R R.......... R R.......... R R.......... R NR ...... NR R.......... R R.......... R NR ...... NR R.......... R R.......... R R...,...... R R........ NR R.......... R R........ NR R.......... R R.......... R R.......... R NR ...... NR NR ...... NR R.......... R R ........ NR NR ...... NR NR ...... NR NR ...... NR R ........ NR R R.......... R R.......... R NR ...... NR NR ...... NR R ........ NR R.......... R Cocount Oil Alcohol ........................ R............ R Coke Oven Gas .............................. R............ R Copper Carbonate .......................... R............ R Copper Chloride .............................. R ............ R Copper Cyanide .............................. R............ R Copper Fluoride .............................. R............ R Copper Nitrate ................................ R ............ R Copper Sulfate ................................ R......,..... R CornSyrup ...................................... R...,........ R Cottonseed Oil ................................ R......,..... R Cresol.............................................. NR .... NR Cresylic Acid, 50% .......................... R............ R Crotonaladehyde ............................ NR .... NR CrudeOil .......................................... R...,.... NR Cupric Fluoride ................................ R............ R CupricSulfate .................................. R............ R Cuprous Chloride ............................ R...,........ R Cyclanones...................................... R....,....... R Cyclohexanol .................................. NR .... NR Cyclohexanone ................................ NR .... NR � D.D.T. (Xylene Base} ...................... NR .... NR Detergents...................................... R............ R Dextrin............................................ R......,..... R Dextrose.......................................... R ............ R DizaoSalts ...................................... R ............ R Dimethyl Hydrazine .......................... NR .... NR Dimethylamine ................................ NR .... NR Dioctylphthalate .............................. NR ..,. NR Disodium Phosphate ........................ R ............ R Distilled Water .................................. R ............ R -E- Esters.............................................. NR Ethers.............................................. NR Ethyl Acetate .................................... NR Ethyl Acrylate .................................. NR Ethyl Alcohol .................................... R .. Ethyl Chloride .................................. NR Ethyl Ether ...................................... NR Ethylene Bromide ....................:....... NR Ethylene Chlorohydrin ...................... NR Ethylene Dichloride .......................... NR Ethylene Glycol ................................ NR .... NR .... NR .... N R .... NR .... NR .... N R ,... NR .... N R .... NR .... NR .... NR 7-2 �r�or�ir� Gull CHEMICAL RESIST'ANCE KEY: R-Resistant - N. R.-Not Aecommended REAGENT TEMPERATURE I REAGENT TEMPERATURE 72°F 140°F 72°F 140°F �.. Ethylene Oxide .............................. NR ...... NR d� FattyAcids ...................................... Ferric Acetate .................................. Ferric Chloride ................................ Ferric Hydraxide .............................. Ferric Nitrate .................................. Ferric Sulfate .................................. Ferrous Chloride ............................ Ferrous Nitrate ................................ Ferrous Sulfate .............................. Fish Solubles .................................. Fluoboric Acid ................................ Fluorine, Gas (Wet) ........................ Fluorine Gas .................................. Fluorosilicic Acid, 25% .................... Formaldehyde ................................ Formic Acid .................................... Fructose .......................................... Fruit Juices and Pulp ...................... Furtu ral ... ... . .. . . .. ... . . . . . . . . . . . .... . . .. .. . .. .. Freon11 ........................................ Freon12 ........................................ Freon21 ........................................ Freon22 ........................................ Freon113 ...................................... Freon114 ...................................... Carene500 .................................... -G- Gallic Acid ...................................... Gasoline........................................... Gasoline, High Octane .................... Gasoline, Jet Fuel, JP-4 .................. Gasoline, Jet Fuel, JP-5 .................. Glucose.......................................... Gas (Coke Oven) ............................ Glycerine ........................................ Glycolic Acid .................................. Grapesugar .................................... Gulfpride No. 10 Oil ........................ 01 /93 R.......... R R........ NR R.......... R R.......... R R.......... R R.......... R R... ... R R R.......... R R.......... R R.......... R R....,.., NR NR ...... NR R.......... R R .,...... NR R........ NR R.......... R R.......... R NR ...... NR NR ...... NR R.......... R NR ...... NR NR ...... NR R R.......... R NR ...... NR R.......... R R........ NR R R.......... R R.......... R R.......... R NR ...... NR R.......... R R.......... R R.......... R R.......... R -H- Heptane.......................................... R........ NR Hexane ............................................ NR .... NR Hexanol, Tertiary .............................. R........ NR Hydrobromic Acid, 20% .................. R............ R Hydrochloric Acid, 10% .................... R............ R Hydrochloric Acid . ............................ R..,......... R Conc. ............................................ R........ NR Hydrochloric Acid ............................ R........ NR Hydrochlorite .................................... R Hydrocyanic Acid ............................ R ............ R Hydrofluoric Acid, 48% .................... R........ NR Hydrofluoric Acid, 50% .................... NR .... NR Hydrofluoric Acid, 70% .................... NR .... NR Hydrofluorsilic Acid .......................... R............ R Hydrogen........................................ R............ R Hydrogen Peroxide, 30% ................ R.......,.... R Hydrogen Peroxide, 50% ................ R............ R Hydrogen Peroxide, 90% ................ R..,.....,.,. R Hydrogen Phosphide ...................... R..,......... R Hydrogen Sulfide ............................ R............ R Hydroquinone .................................. R,...,....... R Hydroxylamine Sulfate .................... R............ R Hypochlorene Acid .......................... R............ R Hypochlorous Acid .......................... R.:.....,.... R Hydrazine (Anhydrous), 97% ........,. NR .... NR -I- lodine............................................ NR .... NR lodine So�ution (10%) ...................... R......., NR -K- Kerosene........................................ R ............ R Keystones ........................................ NR .... NR Kraft Liquors .................................... R ............ R -L- Lactic Acid, 80% .............................. R Lactic Acid, 25% .............................. R............ R LardOil ............................................ R............ R LauricAcid ...................................... R ............ R Lauryl Chloride ............................................ NR Lead Acetate .................................. R ............ R 7-3 G�o�e�ia Gu/! ChlEf1AICAL RESISTANCE KEY: R-Resistant - N. R.-Not Recommended REAGENT TEMPERATURE I REAGENT TEMPERATURE 72°F 140°F 72°F 14U°F Lead Chloride ................................ Lead Nitrate .................................... Lead Sulfate .................................... Linoleic Acid .................................... Linoleic Oil ...................................... Linseed Oil ...................................... Liquers.....................................,...... Lithium Bromide .............................. Lubricating Oil, ASTM No. 1............ Lubricating Oil, ASTM No. 2............ Lubricating OiI,.ASTM No. 3............ Lux Liquid ...................................... -M- Machine Oil ........... ......................... Magnesium Carbonate .................... Magnesium Chloride ...................... Magnesium Citrate ......................:... Magnesium Hydroxide .................... Magnesium Nitrate .......................... Magnesium Sulfate ........................ Maleic Acid ...................................... Malic Acid ........:............................... Manganese Chloride ...................... Manufactured Gas .......................... Mercuric Chloride ............................ Mercuric Cyanide ............................ Mercuric Sulfate .............................. Mercurous Nitrate .......................... Mercury.......................................... Methylamine .................................... Methyl Alcohol ................................ Methyl Chloride .............................. Methylene Chloride ........................ Methy Ethyl Ketone ........................ Methyl Iso-butyl Ketone .................. Methyl Sulfate ................................ Methyl Sulfuric Acid ........................ Milk............................................ Mineral Oils .................................... Mixed Acids .................................... Molasses ........................................ Muriatic Acid .............................. R.......... R R.......... R R.......... R R.......... R R........ NR R.......... R NR ...... NR R.......... R R.......... R R.......... R R........ NR R.......... R R.......... R R.....,.... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R..:....... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R NR ...... NR R.......... R NR .,.... NR NR ...... NR NR ..,.,. NR NR ....,. NR R........ NR R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R � Naptha............................................ R........ NR Napthalene ..........:........................... NR .... NR NaturalGas ...................................... R............ R Nickel Chioride ................................ R............ R Nickel Nitrate .................................... R............ R Nickel Sulphate ................................ R............ R Nicotine............................................ R............ R Nicotine Acid .................................... R............ R Nitric Acid, Anhydrous ...................... NR .... NR Nitric Acid, 10% ................................ R........ NR Nitric Acid, 30% ................................ R........ NR Nitric Acid, 60% ................................ R.....,.. NR Nitric Acid, 68% ................................ NR ..., NR Nitrobenzene .................................. NR .... NR Nitroglycerine .................................. NR .... NR Nitrous Oxide .................................. R............ R Nitroglycol ........................................ NR .... NR � Ocenol............................................ R............ R Oils and Fats .................................... R............ R Oils, Sour Crude .............................. R............ R OleicAcid ........................................ R............ R Oleum............................................ NR .... NR OxalicAcid ...................................... R............ R Oxygen............................................ R............ R Ozone............................................ R............ R � Palmitic Acid, 10% .......................... R............ R Palmitic Acid, 70% .......................... NR .... NR Paraffin............................................ R,........... R Peracetic Acid, 40% ........................ NR .... NR Perchloric Acid, 10% ........................ R............ R Perchloric Acid, 15% ........................ NR .... NR Perchloric Acid, 70% .................. . NR .... NR ..... Petroleum Liquifier ...................... .... R,........... R Phenol............................................ R........ NR Phenylhydrazine .............................. NR .... NR Phenylhydrazine Hydrochloride ...,.. NR .... NR Phosgene, Liquid ............................ NR .... NR Phosgene, Gas ................................ R .......... R Phosphoric Acid, 10% ...................... R.,.......... R 01 /93 7-4 • ��orc,ia l�u/F CHEIUIICAL RESISTANC� KEY: R-Resistant - N. R.-Not Recommended REAGENT TEMPERATURE I REAGENT 72°F 140°F TEMPERATURE 72°F 140°F Phosphoric Acid, 25% .................... Phosphoric Acid, 75% .................... Phosphoric Acid, 85% .................... Phosphorus (Yellow) ...................... Phosphorus Pentoxide .................... Phosphorus Trichloride .................. Photographic Solutions: DKNo. 3 .............................. Dektal Developer ................ Kodak Fixer ........................ Kodak Short Stop ............................ Picric Acid .......:.............................. Potash (Sat. Aq.) ............................ Potassium Alum .............................. Potassium Amyl Xanthate .............. Potassium 6icarbonate .................. Potassium Bichromate .................... Potassium Bisultfate ...................... Potassium Borate ............................ Potassium Bromate ........................ Potassium Bromide ........................ Potassium Carbonate .................... Potassium Chromate ...................... Potassium Chlorate ........................ Potassium Chloride ........................ Potassium Cyanide ........................ Potassium Dichromate .................... Potassium Ethyl Xanthate .............. Potassium Ferricyanide .................. Potassium Ferrocyanide ................ Potassium Fluoride ........................ Potassium Hydroxide ...................... Potassium Nitrate ............................ Potassium Peroborate .................... Potassium Perchlorate .................... Potassium Permanganate, 10% .... Potassium Permanganate, 25% .... Potassium Persulfate ...................... Potassium Sulfate .......................... Propane.......................................... Propane Gas .................................. Propargyl Alcohol ............................ Propyl Alcoh�l ................................ Propylene Dichloride ...................... R.......... R R.......... R R...,...... R R........ NR R ........ N R N R ...... N R Plating Solutions: Brass ................................... Cadmium ............................. Copper............................... Gold..................................... Indium................................. Lead................................... Nickel.................:............... Rhodium ............................. Silver................................... Tin....................................... . R ............ R . R ............ R . R........,... R . R ............ R . R ............ R . R ............ R . R ....... .... R . R ............ R . R ............ R . R ............ R 01 /93 R.......... R R.......... R R.......... R R.......... R NR ...... NR R.......... R R.......... R NR ...... NR R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R NR ...... NR R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R.......... R R .. Qa 125° R.......... R R.......... R R.......... R R.......... R R.......... R R ........ NR NR ...... NR Zinc...................................... R.,.......... R Pyridine............................................ NR ........ R Pyrogallic Acid ................................ R........ NR -R- Rayon Coagulating Bath .................. R............ R RochelleSalts .................................. R............R -S- Salicylic Acid .................................... R............ Fi SeaWater ........................................ R............ R Selenic Acid .................................... R Sewerage........................................ R........,... R Silicic Acid ........................................ R.........,.. R Silver Cyanide .................................. R............ R Silver Nitrate .................................... R ............ R Silver Plating Solution ...................... R......,,.... R Silver Sulfate .................................... R............ R Soaps.............................................. R....,....... R Sodium Acetate .............................. R............ R Sodium Alum ............... ................ R............ R ,.. Sodium Benzoate ............................ R.......,.... R Sodium Bicarbonate ........................ R......,,.... R Sodium Bichromate .......................... R....,....... R Sodium Bisulfate .............................. R............R Sodium Bisulfite .............................. R ............ R Sodium Bromide .............................. R ............ R Sodium Carbonate .......................... R,:.......... R Sodium Chlorate .............................. R............ R Sodium Chloride .............................. R............ R Sodium Chlorite .............................. NR .... NR Sodium Cyanide .............................. R...,........ R Sodium Dichromate ........................ R............ R Sodium Ferricyanide ........................ R............ R 7-5 Georgia �+v/F CHEMlC�4L RESISTANCE KEY: R-Resistant - N. R: Not Recommended REAGENT TEMPERATURE 72°F 140°F REAGENT TEMPERATURE 72°F 140°F Sodium Ferrocyanide ...................... R .......... R Sodium Fluoride .............................. R .......... R Sodium Hydroxide, 10% ................ R.:........ R Sodium Hydroxide, 30% ................ R.......... R Sadium Hydroxide, 50% ................ R.......... R Sodium Hypochiorite ...................... R .......... R Sodium Nitrate ................................ R .......... R Sodium Nitrite ................................ R .......... R Sodium Peroxide 8750 ............ . R .. R Sodium Perchlorate ........................ R .......... R Sodium Sulfate .............................. R .......... R Sodium Sulfide ................................ R .......... R Sodium Sulfite ................................ R .......... R Sour Crude Oil (West Texas) .......... R.......... R Stannic Chloride .............................. R .......... R Starch............................................ R .......... R Stearic Acid .................................... R .......... R Stoddards Solvent .......................... NR ...... NR Succinic Acid .................................. R ..:....... R Sulfur.............................................. R .......... R Sulfur Dioxide, i�rY) ........................ R.......... R Sulfur Dioxide, (Wet} ...................... NR ...... NR Sulfur Trioxide ................................ R .......... R Sulfuric Acid, 3% ............................ R.......... R Sulfuric Acid, 10% .......................... R.......... R Sulfuric Acid, 20% .......................... R........ . R Sulfuric Acid, 33% .......................... R.......... R Sulfuric Acid, 50% .......................... R.......... R Sulfuric Acid, 70% .......................... R.......... R Sulfuric Acid, 80% .......................... NR ...... NR Sulfuric Acid, 85% .......................... NR ...... NR Sulfuric Acid, 90% .......................... NR ...... NR Sulfuric Acid, 95% .......................... NR ...... NR Sulfurous Acid ................................ R .......... R Sulfuric/Nitric (50/50) ...................... NR ...... NR 69% 68% 01 /93 -T- TallOil .............................................. R............ R TannicAcid ...................................... R.....,...... R Tanning Liquors .............................. R............ R Tartaric Acid .................................... R ............ R Tetraethyl Lead ................................ R........ NR Tetrahyrodurane .............................. NR .... NR Thionyl Chforide .............................. NR ..., NR Tirpineol.......................................... R Titanium Tetrachloride .................... NR .... NR Toluol or Toleune ............................ NR .... NR Transformer Cil ................................ R............ R Tributyt Phosphate .......................... NR ..., NR Trichloroethylene ............................ NR .... NR Triethanolamine .............................. R......,. NR Trilones ............................................ NR .... NR Trimethyl Propane ............................ R............ R Trisodium Phosphate ...................... R...,,....... R Turpentine ........................................ NR .... NR Trimethylamine ................................ NR .... NR �� Urea................................................ R............ R Urine................................................ R ............ R � Vinegar............................................ R............ R Vinyl Acetate .................................... NR .... NR -W- Water Acid Mine .............................. R............ R Water Deionized ........................ ...... R ............ R Water Demineralized .............. ........ R ............ R 7-6 ' G�a�ia Gu/� COnAPARATI�/E CHEnAIC�4L. RESIST�►NCE Chemical Products SulfuricAcid HF-2230 10% ABS - KJU Noryl - N190 Sadium HF - 223Q Hydroxide, ABS - KJU 10% Noryl - N190 AceticAcid, HF-2230 Glacial ABS - KJU Noryl - N 190 Formula409 HF-2230 ABS-KJU Noryl - N 190 DowneyFabric HF-2230 Softener ABS - KJ U Noryl - N 190 Clorox NF - 2230 ABS - KJU Noryl - N 190 Salad Oil HF-2230 ABS - KJU Noryl - N 190 Hexane HF - 2230 ABS - KJU Noryl - N 190 Ethyl Alcohol, HF-2230 95% ABS - KJU Noryl - N190 'Samples placed in flexure-20° bend "U -- Unchanged S - Stress Cracking B - Blistering F - Fractured SEVEN DAYS AT 23°C Change in Change in Change in Change in Sur(ace Weight, % Dimension, 9�o Elongation, % Tensile Strength, %'Appearance" 0.4 0 -43.0 -2.0 U 0.1 0 +60.0 -3.0 lJ 0.2 0 -21.0 8.0 U 0.6 0 -57.0 -2.0 U 0.3 0 94.0 4,0 g 0.2 0 -18,0 9.0 U 14.0 12.0 809.0 -56.0 B - - F 6.0 5.0 20.0 -17.0 S 0.2 0 -21.0 -3.0 U 0. 8 0 324. 0 - 5.0 U 0.3 0 11.0 - 8.0 U 0.2 0 36.d -3.0 U 0.5 0 170.0 -4.0 U 0.1 0 -26.0 8.0 U 0.3 0 69.0 -3.0 U 0.1 0 10.0 -4.0 ' U 0.1 0 -24.0 8.0 U 0.1 0 10.0 -0.3 F � � 26.0 -3.0 U 0.2 0 -10.0 7.0 g 0.2 0 71.0 -2.0 g 0.8 1.0 130.0 -13.0 g 6.0 9.0 122.0 - 40.0 g � 0 -43.0 -2.0 U 13.0 2.0 121.0 21.0 U 0.1 0 7.0 6.0 U 01 /93 �_� The Uni-Bell Plastic Pipe Association Handb o ok. of PVC Pipe Design and Construction � U�i Bgll , � ., .,:f Uni-Bell Plastic Pipe Association 2655 Vilta Creek Drive � Suite 150 � Dallas, Texas 75234 � $4o.oa ; � � CHAPI`ER III — RESISTAPICE TO AGGRESSIVE ENVIRONb1ENT8 =i straight pipe sections although some perforation did occur in elbows or � �;: = sweeps. An unexpected observation established. that the PVC pipe rans- = ported so much more material than previ�ously transported by metallic lines f`' that the equipment receiving and processing the material could not process s :a: - the increased volume with�ut reduction in flow velocities. PVC pipe has been frequently speeified for applications involving conveyance of abrasive � ��' particle material. - Installation of PVC pipe and sweeps in Southern Califomia in the late 19bQ's. replacing rubber-lined steel pipe used for sand slurry transport - signi%cantly reduced repa'vr and replacement necessitated by severe abra- sion. Rubber-lined steel pip� had been regularly replaced about every six weeks. PVC pipe consistently provided service in the application in excess of six months. Tndividual #ests conducted by major PVC pipe manufacturers to j investigate the resistance of PVC pipe to abrasion caused by mechanical �-� cleaning have displayed insignificant evidence of wear in a wide assortment �; af conditions. ' Standard commercial cleaning and rodding equipment was :,; used in these tests operating in wet lines, dry lirres and Iines partially f' e ;;;� with sand and gravel. Reyuest for guidance from manufacturers of cleaning �.; equipment have confirmed the resuits of these investigations. Many clean- '�� ing equipment manufacturers indicated that their operating instructions are no different for the cleaning of PVC pipelines than for other types of pipelines — asbestos cement, cast iron, concrete, steel or vitrified clay sewer lines. (See "Maintenance of PVC Sewer Pipe," UNI-TR-3). A test conducted by the Institute for Hydromechanic and Hydraulic � Structures of the Technical University of D�rmstadt in West Germany pro- vided an interesting comparison of abrasion resistance in several pipinS products. Abrasion evaluation using river sand and gravel was performed with unlined concrete pipe, lined concrete pipe, glazed vitrified clay pipe and PVC pipe producing the fol�lowing results: Concrete (without lining) — measurable weaz ai 150,000 cycles Concrete (with lining} — measurable but displaying less wear at 150,000 cycles : Vitri�ied Clay (glazed llning) — minimal wear at 260,000 cycles, (accelerated wear after glazing wore off at 260,000 cycles) PVC — minimal wear at 260,000 cycles . (about equal to glazed vitri�ed clay, less acceleratsd than vitrified clay ss _.. ......' _.-.-.'q .��.._.... .. . . ......... .. ... .._......... __ � avcPa ! ��i"�'ffi �F . . . .: .. :.. ..... . . .� . . .� �'�'.::. ........�-•--•. . . . . : .c:�w:zza-' _.. . . . : _r.K_ _ __..... A�RAszoN . � Investigation and observation through years of experience have estab- �� i e rovides except�onal resistance to abrasion. The com- �•w� lished that PVC p p P ;�: bination of PVC resi.n, extenders and various additives in PVC compounds .,� ln roduct roviding , .�; and the methods of extrusion produce a resiliant pip' � P p -;Y, abrasion resistance. �`� extr�mely high � �� "y; Many investigations and tests have been conducted over the years ! <;,;. both in North Amenca and' Europe by manufacturers, independent tabora- �f: tories and universities to de�ine PVC pipe response to �abrasion. While the - jtn approaches to the various t�sts and investigations have varied substantiaily, ,�,, the data developed has been consistent in definin& the extent of PVC. pipe ,,x liency of PVC p'ipe cause it to ;=_ resistance to abrasion. The nature and �e�i .�:;: grad u a l ly ero de o v e r,a broad area and long time rather than develop the characteristic localized pitting and more rapid. failure of most other piping materials. Since the late 1950's, experience has been accumulated on the_use of �; ;,, PVC pipe in the transport of grains and quartz sand�a Wca efully obse ed pipe, in both horizontal and vertical posit�ons, over a twayear period corive3�ing wheat grains. V�ry little wear occuired in, 54 �`s \ � �r "'{l,` ' " �•.1 � ::.::;;;,;;i+:�i,i�� _'�"i�: "'r'; 4i� _ ;;;:;;+3s"��.� ;:;=;;,`°.`... �.w - ;.r-::;>�r�� {;;:: . ._ -_,✓;•."Y:,F:l...e. . FIANDBOOK OF PVG PIPE ' after 260,a00 cycles) � In extremely abiasive exposures, wear must be anticipated; however, ; in many conditions PVC pipe can. significantiy� reduce maintenance cost � incurred due to extreme abrasion. ' . I TUBERCULATION RESISTANCE � Solubie enerustants such as calcium ca,rbonate in some water supplies E do not precipitata onto �the smooth wa11s of PVC pipes as they do with other materiais, Since PVC pipe dces �not toiYode, there is no tubercula- tion caused by corrosion by-produc#s as inside some pipes. � a � v c- � P c� � � s � c. -. � d' i � -� T� ` r"hs4� y �[�A7� k •y'��,� 9 ,g€��t r � �.'G�,?. '"� �� f�} � � -a ,I' n .. . � ': �:�� r , r� �-��;�, �� Y�� a �� ,�,� : t T�ansmitt Form : ss fn.y,w..�.: r,.c_i�."� x ..�-o�...:� �:sa..rh��r`. .>x, 3. � . � '�' . . .. :.' ' �:i- .%..x._. .. ,. • al �, Company Name L:��{ b� �.�,��,� Date: 7�� Z� Z� �l Address �.�'� � �.s.�:��--� 5�.,�.�� l��_ Company: ��, �c�,as-c City, State, Zip ��, a'w a. �� o S� Attention: `c.�, �,` .— _ � 1 � !J'1 �� Phone Number � Z�S , `-4�3�. `� ?��, From: �.� ' �� „ �; p,�� . �, �.. Project name: �.-�'�t�� ,�Z�,{�� u L., ' - � I _'3 S � �`� Subject: ��lv� `li�� '�'�.��. We are sending you: Via: For your: ❑ Records %�--Use and information �Approval �Review and comment ❑ Use and distribution ❑ Under separate cover ��Express Mail ❑ FAX Memo: ❑ FEDEX 0 UPS ❑ Other .�� . Signed: � � ��1 ,.� : �� WMARKETING �Attached � US Mail ❑ Hand Delivery Submittals.doc CERTIFIED INSTALLER TRAINING 02/26/08 - 02/28/08 Oxford, AL Dav One- Tuesday, February 26, 2008, 8:00 a.m. to 5:00 p.m. I. Product Update A. Technicallnquires B. Updated Testing C. New Products II. Marketing A. Calendar B. Collateral materials C. Competition III. Equipment Update A. Existing System Updates B. New Features and Components C. Troubleshooting IV. Dispute Management A. ' Case Histories B. Lessons Learned C. Round Table Discussion CERTIFIED INSTALLER TRAINING 02/26/08 - 02/28/08 oxrord, AL Dav T�vo - Wednesday, February 27, 2008. 8:00 a.m. to 5:00 p.m. V. 100 % Solids Opportunities VI. Lessons Learned Through Failures A. Inspection upon arrival B. Equipment check-list C. Previous case studies D. Do & Don't E. Damages remedies VII. Ancillary Systems A. Inspection equipment review B. Cleaning equipment review VIII. Testing & Inspection A. Onsite sample collection protocol � B. Material testing protocol C. Other relevant tests D. Sample Making QA/QC overview CERTIFIED INSTALLER TRAINING 02/26/08 - 02/28/OR Oxf'ord, AL \ = Day Three - Thursday, Febxuar..y 28, 2008. 8:00 a.m. to 5:00 p.►ti. IX. Project Walk Through A. Marketing — Working with Design B. S.pecification Review C. `Pre-Bid D. Pre-Construc.tion Meetinc Objectives E. Planning � F. Ins�ector Communication G. Execution H.� �ompletion I. Learnirig:::from the Pi-oject X. New Markets � A. Water-& Wasfe>Treatment Facilities B. Water� Storage �' C. lndustrial. Facilities - D. Water Maiii Rehaliilitatioi� E. Higfiway-dra�riag.e -�: s� - - :�� . F.� �-�;. - _ �N 3 r< i � £ , l. . . . �x. .. 1 ,/ Certified Installers Program Since Ultraliner's inception in ] 993, we have focused on the `engineered system" of applying the best and safest pipe rehabilitation products with manufacturer trained and continually supported installers. The Ultraliner Certified Installer program is described as following: 1. A potential Certified Installer is refeiYed to Ultraliner, preferaUly by a municipal or consulting engineer. 2. After checking references and credit worthiness, Ultraliner approves discussions with the proposed Licensed Installer. To assist in this process, Ultraliner requests the contractor provide (on a confidential basis) their financial statement, bondinb capacity, a resuine of key personnel, specific project references, and a proposed territory for utilization of Ultraliner's products. 3. The contractor is contacted by Ultraliner Personnel, which may incltide tl�e Regional Sales Manager and/or the National Construction Manager. They assist in evaluating the contractor's ability to work with local sales personnel and other Licensed Installers near the proposed tenitory. Ultraliner Personnel do more comprehensive assessments of the contractor's reputation and capabilities, including relationships with local agencies and engineers. The proposed Licensed Installer will be invited to attend an installation with one of our existing Licensed Installers. 4. With proper non-disclosure commitments in place, the Ultraliner Personnel will provide a draft copy of the Ultraliner License Agreeinent and will initiate � preliminary discussions regarding license fees. The amount of the license fee is closely connected to the population of the proposed territory, and will Ue sufficient to cover Ultraliner's initial training and support costs. Note that Ultraliner is in the business of selling pipeliner, not licenses. The Ultraliner Personnel will also answer questions regarding equipment costs, market �otential, and market competitiveness. 5. When the Ultraliner Personnel are satisfied with the interest level and capability of the proposed Licensed Installer, the President of Ultraliner is contacted to negotiate the final License Agreement, including details regarding payment of the license fee. 6, Key personnel from the new Licensed Installer travel to Ultraliner's corporate headquarters for training with the Field Service crew �ising Ultraliner's own equipment. 7. Ultraliner Personnel work with the new Licensed Installer to answer questions and provide additional guidance regarding the acquisition of the new Licensed Installer's own equipinent. 8. Ultraliner Field Service representatives travel to the new Licensed installer's ofiices to assist the contractor with additional training using their new equipment. 9. Ultraliner Personnel provide continued field and sales support to the new Licensed Installer. The critical technical expertise-training step is the two-week onsite training. During these two weeks, key personnel from the prospective installers come to Ultraliner's corporate headquarters in Oxford, Alabaina to work closely with Ultraliner's field service crew using Ultraliner's own training equipment to install Ultraliner PVC pipeliners. The prospective installers will be extensively trained on the following items: a) Generic procedure of pipe rel�abilitation projects. b) Ultraliner Pipeliner material properties. c) Ultraliner Pipeliner installation equipment. d) Ultraliner Pipeliner installation process. e) Ultraliner Pipeliner technical envelope and limitations. fl Key factors to control as-constructed pipeliner qualities. g) Process of collecting samples for QA/QC tests. h) Pipelining project planning and pricing. At the end of the two-week onsite training, the prospective certified installers are subjected to a three-day classroom-training program as outlined in the attachment Upon returning, the trained personnel are able to draw upon their experience using our training equipinent, combined with their own years of construction expertise, to detenr�ine the best configuration for their own installation equipment. We also encourage our network of licensed installers to communicate with and learn from one another. Once the ne�w licensee's equipment has been prepared for use, our Field Service Representatives travel to the territory of the new licensed installer and assist the new crew with installing Ultraliner PVC Alloy Pipeliner using the installer's own equipment. � This provides our Field Service Representatives the opportunity to mal<e private suggestions to the management regarding potential improvements to the equipment, in addition to addressing other issues, which could enhance the new crew's productivity. Once the Ultraliner Field Service Manager and the new Licensee are both satisfied with the proficiency of the new equipment and crew, the required training is completed and the new Licensee is approved for independent installations. Ultraliner also has a Project Manager/Estirnator with over 20 years of pipe rehabilitation experience available for additional training and consultation. His insights and advice are available to help experienced general construction managers quickly learn the intricacies of being competitive in the pipe rehabilitation market. Sales and engineering support are also provided to the contractor and their customers. The old age "A paint is Only As Good As the Artist!" never rang more true and should not be forgotten when the value of today's infrastructure rehabilitation are considered. We believe we will deliver the best pipe rehabilitation product to our customer through Ultraliner Certified Installer program. Thank you for your interest in Ultraliner products and Services. Please call us anytime you think we might be of service. V�-.T2+�l.iJ�.� 1-1�1'�U2T� �2U4J��i�„J T l,` � � �r" ^].i' M. Sx'1. "i - ,F L'... -� :. 1 Ci ii t� 4 F3 x �� - � X. xE�.�:d Y x,s` Y w .-'+S;'�L; � y, y � � � n� Ej � 1 '� � �i � � . a �, a � - �,� �..v�:i ��t}�� .. S�h� ,�. �,£.;.y � ��_._: � r. �,°. _ � Tr-ansmittal Form Company Name �.:��,.� b� `Z.�.,,�oJ Date: 7�� ZS Z� �� Address �."� � �,Iv.��a�•-� 5��, 1,��_ Com an ��, � � P Y� �s�� City, State, Zip ��, a'w A. cG � o S`� Attention: ��i� �,` � � � �� Phone Number ��5, '-F3�. ^j �� From; G.M �'��,� ��,r�,�� ( Project name: �--,'�,Lt��> � ,�� ,--�� °� ` - �',' ``' ' - �'I _'3 S � �` Vl� \�I � Subject: � ` u r�;e� We are sending you: Via: For your: �Attached [] US Mail ❑ Hand Delivery ❑ Records �se and information ,�-,Approval �Review and comment ❑ Use and distribution ❑ Under separate cover ��Express Mail ❑ FAX Memo: ❑ FEDEX ❑ UPS ❑ Other � � . Signed: - � �-.�s-�.: e� ��(MARKETING SuUmittals.doc , .. . -�. 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I' . . . . .: ..1f. . ..::'.'�: _,_.�._...._ ..�-..... •�.a. ......... ..... '. j �. Weai� a.white hat and do the-ri. �it thin " � C � �Pa-ge �1� 0��2. : � . ,. _ g g• ��Vh'eii asked abou€, Ultra�u�errs.:eorporate p�losophy IJ�traliner's 'd � . - .� � , �..,�., �say�ng "Wea - u�ore tfie �h I��in t�e�lang � � eneouraged t I upon #he �,hi] I and iittegri:ty �) ., ; : .:_ �.:: . Mission:=: � . - �presi en� and.founder, L�ke ��tTe,. . ' up�the�uitent�ons of ttie Corporate:lViission, Vision, Values, and Ethics Statements� a wYute ha� and do the:nght:t�ung:" In the old Air�er�can cowbo� movi�s;. �he good �� : ' ha� Deep down ins�de evei3�one knows that "domg the right thing" �uill ;i�nefi,t e�o�e � m, e�en when r�iere are unfavorable short-term`�onsequene.es. I3it�alinei's �mgla�-a�e� always be.the uicl.i�rzdu,als wearuig.the "white�.hafis." I7ltraliner's corporate culture:-is��iuilt SQP.�Y �at `r�'utli.prevails,"."rig:ht is might;" aad °gooc�ness`is its:own rew-ard:" I�one�ty re essent�al to the stability.of any relatiansh�p, including a businesslcuStorrier relationship. h` - ,: :7::Prov� � 2 �neo +' 3 Help artn'eis P. . -. :4;::A_ssis - : �eha��it :.. �:::S:uppc ie�'cgst=effect�v�: so'�utioris to socie .ty's infrastructure needs: �rage the necessary actions to sustain society's essential infrastrueture. �rovi_de an •fionestly earned and comfortable living for our employees .and for aur business enginee�s-in.�finding accurate and unbiased information regarding trenchless pipe �tion,� � �f :tti�:efforts.�of industry associations to accomplish the above. � . • i�isi�n:s: , , � ' :`'1:<Help.._rev:erse?:the.:ii�,frastructure, degradation that threatens to disrupt society's q.uality of lifE. ��Help soc�ety achieve a more sustainable. balance with the natural environment. tlirough cost= effective renewaI of.the essential infrastructure. 3:.: Racilitate work satisfac�ion and improved quality of life for our employees. and business � g:a:rtners through accomplishment as weli as through fair arid.generous compensation. 4. A.�sist in the elimination of unethicai business and marketing practices wi�hin the trenchless reYiabilitation indus , � ; - try . ;: ::Val;uess : ,� . ` 1: '�Family fust�� http://vwv�,v�,,ultraliner.com/LTL,/Home.nsf/3f2a 1 add07a0562e0625690d0051 acec/173fde02e... 6/10/2005 , I ._.., . . . - ---------__. �....,.. .:,..��vi a�c rnllas,op . - . -- . - .. .. _ . . .. . . - _ _ .. �. . � . �Y . ,., ......::. ... , . . P��g� 2 of 2 � . . �;,2:;;': _ . ... . . : �. . ... ` � ^ : I . �'t�e �eeds of sQcrety� shat� be g��ce� b�efore se1f-inze�es�:. . . . � . 3� .'I'�e a�dlu�:dual �s �s im o: . u� P� ��.�a�ia �;,��, � � Busines`�.��:gage�ae��s�ou��i'e.`r`��ztua�, - � : is �he qualit��i�soc�� ' '�- � �� .��ef�ta� f�r a1I parties: . _ ( -�Y �re��s: "�no�e �m�o�ia��`�'ian busfn�ss: expei�ie�c3c;�: : _ ;�� Lvtnr�uiii se�vtee sfre� e s ,� . . . �. ; .�- -- . .,. _: -. .. . . : : : 8thens ,Fn41.i�vidua�is aud coimpanles. : � . � ��li:�cs . . . . . .. . . . �;1'� ��eii�a: cai�rni�rneiit. o"' .. . , r res�onsib�irty is acc�gted,. it sha1� be: fiilfille�. -� � ; 2 When a. cIa�m =1s �nade rt sfiaid be:;comglied with:�. . ':�'The truth`sha:Fl�be t�ld, oF a� explanation af why.the. truth is: being withheld s�a�l�be ro M1 �part�al iruttz wi:th �ntent to•deceive is.�not the.trtith. - P videcl. :. . . : 4 Wheg mistakes: az�e made,,respo'aszbility shall.:Eie�accepted and appropriate corrective me.�-'s . . shall;he i�ken, . ures S I-1�lgahon shaII: be d.efensive in �ature.and shall not be�used as a means :of attackin . . md7.vidual or a coi�pai�.y, . g�n� .. � 6 Marketmg s�ai}� �e b��;upon scient�fic truth (not eompetitive adya.nta e: 'an.d sfia�l �constru',cf�ve�in naftu�e. : . , g .� be ;: . , � me Abou Us n� . . . - ICo cl Pr ucts; •jInsta_ ti�t{o�� Ql ibr orums fV�cebsitP Seazch} jWebs_ it'e, Infoi [Trenchless.Industivl . ; Re ster ::rl�ecyuest Contact- : —_� 1Reauest L;iteraiurel fNotifv Us about a " w �roiectl �ContacrWebmas.terl �� :;-�� \ : �:�g��'��:��` , , Rev: f�19l2001 �. . . i; . � .I � � . � � ��: . . . ' (, � ' . , . . �' , . 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" ' 's. . �^t c �:� .,�,.� y.. �p . ^� � 4:1� ! _ o e _ " .. .. .. D' p •v • s - ,r.4 • � Y i e f � � � _ / o' � e• � 0 B 9' f 7 f 0 i � � � o � � � � � � 8 _ 8 � @ � � . aa e a- � e - e e o - a - e - p a . _ — ' ° � ' ° " ' e - • - I i . .-- �', �:,. � en,}oy ;a 1on-ger � � ? Su�erior, -V� ; �vr':,;��;.:;; .....::._ _�� _.� � E z � h'. 3 {� e cos -competit�ve, :ar�d instal�at�on crews are sma�l ;:gre�tly sunpi�ed and instaiiatiQns are fast and e :�' y� enabtes projec� manag�rs and. czews to be.-trained f�om am II� eC2� �f r overhead of recrwting speclalized persormel. The�ability �o.iII �]�g r under'; extreme weafher conditions aiso enables'our.licensed inst�e� to i° generate even rriore profits. �t is �videly �iown, tr-usted�, and used in both�the wastewater.and the pa�able-�a•ter uniquel� enhanced PVC -A110 i eliner has been spec�cally engineered.for>us� ' �s. Tliou h:man . Y A�P � y have tned for over a decade,.no one has tieen aizle to devel:ap an� �ed,p�p��l�er. The unique PVC Alloy>formulation provides a�vic�e �vindot�v-of� �o prov2ding post-rns.taliation dimensional stabili na� with high unpact strength, exceptional tensile �1 ngaon,: d�`� b�s. . o ses �vithont�structuraIly com pro. u� i s i n g t{. i e. m a t e r i a l. B ecause.LJltraliner P��:= tg�neere d for sirnpizcity of installazion, we:enjoy a.n uIIparal��-Pe�D�.�II�e e exceptior�a.i references. Ultraliner-has. been'shown tahave.ihe Iowest defe�-' i, while also providing:fuli structural renewal and excelle�tinfltration.c � rate � nsurpassed ontrol. Eluality Assurance UitraizneF offer:s the lug�est quality assurance of any pipeliner on Ailoy Pip,eli�er is rriariufactured.in a.faciory under ASTM-prescribed the mazket because L71tlaliner P.�C con:trast tQ field manufactured products, the quality of LJltraliner does notidte e�ntrol groe�dures.._In , condit�;ans:or even :the expertise., of the installation crews. You and our c' P nd Pnrnazily upor� field I.'walI°-thrckness; IIio.dulus, anc�;chemical resistance of the installed U I meet:or:exceed the.project specificatibns as WeIl as a11 a y lient can be assured that_ the ltraliner PVC Alioy Pipeliner will ` j4• Comp�rehensive Techni PPlicable industry standards. �No.:ofher�.com cal Support � ��y.p�ovides the�Ievel of tectinical su ��, ,_suppor�; �teelihi��j saies su ort r.o'ect inana emeritsu rt that we do. We provid� desi g �P . � P J � en inee�i�g `. �are only a� email, .ph:qne. call, or �ax a�,ay and can probabl .answe g pport,. and field service support: Our persoIInel .�� h�med�:atety;:i�not; tlie.question will be adequately researched, and the , - Y r any of yovr tech�iea� q�es.ti:ons. ' � answer will be prvvic}ed� as � ; http://v��,�,,ultraliner.co m/UL/Home.nsf/3f2a1add07a0562e0625690d0051acec/669fe0794.., 6/10/2 _ . 005 ��,.��Gr,r�v;� Ati'ay:.E'i. eliiiez: : ' - �'B'ec✓ � _ _ _ _ - . _ _ ,. .. ,. _. . .. P. �y otue a L,icensee?':� •` �� . . . .. _. .. . . ..,. . 2of4 �:;..,:. ,,... {., . Page . . I. � qi:uekl� as pass�b�� A�sa, c{qrpo�afe personnel �e iarl �: a.rtic� ate � r�iany of the.professYn�aI: �� assaela�an� w�r.tiin. aurzndustry and rau�inely ieport':frenpds�au� devetopments to .our licensees.:� _ ; _ _ , . .. . � � 5� �``.rofessional`SaIe� Sappdri. =:`:��`: - . . ' . - LTI#ra�ner�VGAila� Pipeluier�as`b�en�cdnsistent� , -: :" � - �' i � � � pzzim;o.t�:�n n�ational niedia�since� 1�994; :and�'� .: sales .Ieads-ha�e�been s�a.red;:fr.ee:�if eh�rge; with_our'ltcensees ;Media c�verage has �eiuder�: �� •.� : ` � � ad�e;rtisements rn industry trade. magazuies, postcards,. c}uect mail; r�agaz�ne stor�es; t�ade.�.show ... � d�s�ia3�s, and �he.{31�aliner webs�te. (u��w �ifra�iner;coinj: � addition, � wrde iange:�f �a�es.aids:"� � . ` -�va4Tat��`e �o iicen"sees, �c�udin� broeh�es, videvs, repnnts vf:articles wtiich �ave appeareii�;in �.. magazanes; and,�uch rnorey �Tltralmer- aiso.:maintuns a networ� of sates rofes ' ' •-�� p sion�Is who ass�st our �. �2c�n.`sec� contractors ut..a��auung produet. approval and v�rith:.tecfinreal sales su:ppo�. � �. � ` . � ; � �p�eriencec� Field S'e�ppoi�. ::. . . . . � . : ' � `- UI�ra�rner pro��es �ful� =tlrne, .dedtcated field seFvice rEpresentat�ves. to trai� your c�evs�s� 'I'iainin � s: :at our Eorporate tFairung: faca��y and::�s follawed b trainin .�:�� 3' g�rth y_our Qvvn, eq�riginent a't yo.ur Q�: '�obsi�es T3ie com�ehens��e� t�am z n g p r o v i d e d` by U l tr a liner. has rapidly.safis�ed �}ie ce�t�f�aho�: :. _ ' ieq�nremen:fs oi even the moststruigent agencies. Our experien�ed .ersonnel e-' , as s z s t I i c e n s e e s w i t h t h e t r a ining o f �e�, ;personnel. and .�vith diffi.c.ul P obs. Qur:�e d ervi e e� �� e t o :�pz'�s�nta�ves-are=a�so :ava�able to:hel p�newlicensees c o m p l y v v i t h r e- u a i i fe a� � � .e x p e n e n c e : . P q i o n r e q u i r e m e n f a r . . � � 7 T�,o� �sk-E osu�e '� ;. . : . gPR -.I T�tc nsk exgo�ure fo� bath ITltraliner'l��ensees and their: clients is r�uch.lower ttian;witti oitler �,'�,'��- systems Beeau�e Illtrafiner is .essentiall shelf stable, aTterations in project.scheaules dnn't resul kng. �costly �rnaterial losses. Most unportantlyyinstallation errors rarely require excauati.on to re ' .�� ,) .. the pipel�ner ;Thts all�ws: cit�es. to work with loeai Ultraliner-licensed contr �� °T ��piace. e�xpenence without the high nsk exposure inherent with f eld-manufactured liners t�,d 1'tio a�� g�� i�r�liner has: sigt�fieantl:y secured i�s �ntellectual ro � � y' � network through Ltiga�og wrth :key intellEctual ro �� PoSition and has. protected it's �censee j . P perty owners resulting.in favorable setttements: ` B::E�rep,t�onall� Cost Competitive� � ; I � ATthaugh �ltratiner P�C A,llo Pi eli�er is a superior, .value-added product, it is ener � ve 1 Y' P compe�itive when compared to. all other�gipe rehabiiitation alternatives. E ui men an� y�` C°st Io.w, and the-;produci;,can be. �nstalled . uickl easily, and t�t.ith very little:n � of fat�ure; labor cos ' are q.. � Y� 5.nce rE�es - fofi �nsta;llation:defecfs are fast and relahvely-inexpensive, contingency costs are. also ve�.Iow, g,e ause. �� mobil�za.t�on costs are genera�ly:Iower, �Iltcaliner's cos.t-competit�veness further incieases with. sm� pro�ec�s,:�'it�.shorter.pipe tengths, and. w,�th smaller pipe d2ameters.. - er ; ` . ; � . 3.:,Pia;tected Territory�. �. � , � The he�n.sed temtory:is a v:.aluable fong-term corporate asset vwith a si ' ' � There aze. no addzt�onai upfront trainin ex ��ant return or� investme�t. rat�i � g penses and no roya:I.ty expenses. The licensed�temtory � : p::.� des. each Ui'tral.iner: licensee .with.a protected sales area whe.re they can favor.abl. com . otF�a� techno�o.gies. Protected. territories .prevent Ultraliner PVC Alioy pi eliner fr.o y Pete wit� . margin cqfnmodi�y., .Equal�y: ir�portant, agencies can be assured, that when U1tralinerlis Sc e�eda low= . aIready ,know;w�o �the local.installer will be. � - = . . P , they . 1O:.,T1o�v�.Cost,. Hi�gh-Yield Investment � �:I.ice�use�fees are,.modest and intended to cover start-up assistance includ' ��.. ; � � ; ,- .als.o.,:en,s:ur%iig: the: co^mmitment level of the licensee,. License fees are primarilysbased u an ��g� w'�e populat�on_of th'e.propos.ed territory with.consideration given to local economic ' P' � �rog�et. a r. y. e qui p i n e n. t: i s: n e c e s s a ry t o i n s t a l l U l tr a liner PVC A11oy Pipeliner and mos t � s t a n c e s. N o � � . . quipment. t�,�ll be ; � � I http:%/vvww.ultraliner.co ' �Home.nsf/3f2a1 add07a0562e0625690d0051 acec/669fe0794... 6/l Of20o5 ....: ......... :. ��.�.,�=...,3.:=. • �..:�u,cc�y r�pe:rurer:.vYt�y:l3`ecome -a�I;ic:ensee? -.... _. _. ; . . . . ,. � :�_�..�;. , , _ . . . : � Page� 3 of 4 - � . �• . �ocaii� ayailable rn an� coun� �;feeus�es �tiould have fhe c�eaning..and the r�rnote'intert�a� pipelxne; .. >.. rnspeet�on equ �p�e�� y��aiI� �s�� to}fpieparre a fiost pipe �or`luung. Eitt�er e�araples o�� equir-ed:�€ � � . :. , �, ec�ui��eni mclude�a J_e�#e�;and�n� yae €�e1� truek mo�n�e�.ba�er�r stea��ge�erator,-e�c�osed:or�.�ar� f`" uvraplze�i�reei tFa�ler, an�--� i�v�ci��oY bucic�t' �n�actuns #� Fnor.e c"omglete:�list o€=eqznpiim��t can �`fi�i�nd ( , ' f3I1 .OLII;�'Cr��Si��,.t�VK'l�V;u��airner ea�t �urthermar�, �firai�ner.`s:�estabi�shedreputai�an.a��:existin�.sa�es: . ,presence •.signif cantly: reduee the.cast v� market ent�c. . . : � �;;.. - � . :•.. . , �. ; . � . I . . . t.� , , _�iu�ple��to�::F�g:ort;f :E��port ,'. ` � � �� y: g �. , � : Itlfirahi�eF,PVC �1t� P� eliner is essen�ally. she�f st�abl��permit�ing:siaipiified shipping:�rc� stora e�fo ii ��"�n the r�astrernote areas�f ihe:v�or1d Bec.ause PV��is�vi�idely.known to be non �a�ardous, �pQ�ex}�ort apprAvaTs �d:paperwork ar-e mueh. simpler tha�.is typically reqtured-for the com�z� � e�its: . of f�e�d manufachuec�, :Iiquic� res�.:based pipeliners. . ,� ' .. ; �. � . 12 iExcellent�Ia��et Pofential : . � � ; . To date, the ma�o� markets far Ultialiner. PVC.Alloy PipeIi�er: have been in the wastewaterindu . w�uch lncl:udes�sar�tary an� storr�r•sewer�, as well as Department of Transportation (DQT) draia�d . cul�erts <�1��F �as:�eceived �yidespread market greferenee in major municipalities arid De�ar�ments � o�'�'ransportat�on acras's North �menca -Additionally, because'Ultra�iner`� rnobi.l�za�inn costs ar� ��o :. lov�, �ice�sees rout�neZy_ ne gotiate ve ry prof ta b l e w o r k: i n s r n a l�� r t o i v n s t h a t c a n�o t r� 1e'�a,s:e iarge � ' enaugh pr��}ec-�� ca at�rxctnr �a afford o�her rehabilitation tecirriologies. The n;�ra1 mark�# �vill,co�t�nue _� to grow s2grufiean�ly as, small:er cornmunit�es becorrie. mo�e informed abo.u�. re�rab��ation ani�=as P1Pe: n.ev� �PA reg�at�fl�s be�ome effeci%ve Wliile_our existing markets.tend to keep or�r 1ic�nsees �� and- _gro�fable, �t rs ou.rxn�ent�o�.to acq-uire ttie necessary ap.pro:vals:to also make our.groc�ucts avaiFah�-for potable water use ,�c�dit�qnally,:vye are: ia the process of develo in lateral ].inin and s� R . g g egmentai'l�nin�: systems that will Iikewise be.made freeiy available to our existing licens.ees. � � •. : �1 � ; ��_ „2� Broac�eir Range of Soluhons. � � i U�tz'a�i�er's di�ne��r ran-ge af 3'" f7firnrn} through 24" .(40.�mm):covers more than 70% of all the � C� wast�water p�pes in us�; as,wel�.:as the ma'ori � � ty of potable water pipes. �Ultraliner can be used �o :� shuctural�y re,new �s�vereiy detenorateri host. pipes, to control inFiltration and e�ltrat�on; to line- nds� up to 90 deg�e�s, to line throrzg� diame.ter transitions, and to tightly conform to any sha�e of.host rpe, �: ..:. u�c�uding comigated pipes. VItraliper can be used� to safely and.cost-effectively rehabilitate culve _,� even in �colagfcally sensihve areas. Witir ttie:added potential'for potable water, lateral lining, and ., seg�nentalli�ng, Ultrallner..offersan°exceptionally broad:ra�ge.of.solutions.to:ozii��.ice�!sees an�i i�ir. clients . . . . . � ; � , . '14�:-�'sta'��1�ei1.,i�dusfry:S;tandards : � �"�Ultc'alinEr is �the only provider of:ttiermoformed pipeliners with.products that comply with.both th � � ASTIV�.F�.87`l and �1504 industry standards..T'Y�is allows clients to choose the product t�iat is best��or � Ltieir ap�l�cati�art,.and;,all�ws: o.ur licensed contractors to bid �rojects that reference either indus � stan�a�d The lovyeT-rfio�uius {A3TM�F1871) product is available in .a broader diameterirange, vs� �� ,l.�:e:-the .-�;�ig}ier=.�nbdul�s: pr.oduct �A S T I V f F 1 5 0 4) i s o ft e n u s e f u l i n i n dus tr i a l app lications and in higher pr e� .ure. -;:faree �ains;.Both°i.ndustry s.tandards are widely known and referenced throughoutNortti America. : -1;5::`Ac:tive;R&D. Program ; � .. . . � � � vUltraliner main�tains an active R&D program involving in-house personnel, hi hl res e' te � uniY�rsiti.es, anc�;national arid international companies. On-going�projects incl de long-t rm � �'.,, perfo.rinance. testing, e�hancements to increase t�e capabilities :of our existing products and the I� '"� f deyeloprr�ent of new.products and�technolo ies that will allow expansion into new market se �: � suc�; a:s �,e ental �i.-ni� la:teral lir�ing, .andg� otable wat g�ents ��. r� ,'�; �, g� .. P er pipe lining. Our R&D. proj ects! are .ope .' � g + kh:e�:c1o�_�0 �the� fu�ute:even. ��zider. for ouE l�censed contracta�s. - � . � � i http:l/w�yw.ultraliner, com/UL/Home.nsf/3f2a 1 add07a0562e0625690d0051 acec/669fe0794... 6/10%2005 . ......... .. . .. . - ----� - ...s..-�.::...:.�,y L��vruc ztL�C�IIS.O�'!:.. . . . -r," .�-� • Y � : ; :Iu.te%es�ed.�r-��rning:iiu� ��fwaF,k ?o€:. � � r', - �vntact�.us,�ar �ifera�eflx �oF � �• 3�1 ��SNQ�V S�'Tt��, P O:DR�� 3b� f ' . . � � 3'EL�P�O;N� ��5�-831 SS�15. , � � � . `1.�e�isife ww`vy ultraliner coml `� ma�l; � ame _ Aizout Us Contacts, odu - 1FAQ� ibr ' F orums �Webstie. Search'71�ebsi ' Rb Yister fReq_uesteontacti'�R�quest`.Liteiaturel 'oh . Us , � ... .. ,. . _ _ =��'f�'.f��i�l:E�:: . , � ' : � :...... :. . .......:... .1:..._ . . , ,�:�� _''� .. . .. , \` : ,; , _ . � :. ti' . . . . � ,;. _ ....: . . . ... � , :. .: : . .:. :. , .. ...:. i '. • � . . . . . . . . . . ' j . ,�,� � . , � . K ' � . . .. - , • �� • { ��1<.Y:. � . . . . , ;: � . ;'",�. :i.: . . . . � .. � � _ . . . ' . .. . � i . . . . =: . � � li_censei�-contractQrs? � � ; ,more �prn�ation � - � 3d, O�F012D, AI. 35203 �f . AX 256 83 � =5575 : � � �nfoC�ultraliner.eona + � cis {Installa�ionl ; . . i te Info�.rI'renchless IndLttFvl ; . , � � � ; . � � � i . � . � http:%Ywww.ultraliner.com/CTL/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/669fe0794.. Pag�:°4� of .4 I � i. . �. -}-: � , i.. Rev; sE i . I � ; 6/10�2005 f �• titiout`Cfs; :Ultratiri�e� .L-;icensee Traiiurig� ,. ; y-,:� . : �'� ; : -:t : - :'�:: � ; , :i. ' . . - ��.i.:.. .. � . � .. . . � � :�' � . ' 'i'. _ _ ;..�.:; - :; •(:: . . . . . . ' ...:i:'e .:: �. ;. ; i' . . . ..... i . . 'i . i. �. . i . i � i :. ; ; i �:` : � . �he, ere�s oi our;hcensed �nstallers rec:eioe ei�tensive training and support from I7t'tTaii�er', ��ie1�3;�er�ce Representaf��es, w�o are ava�able €or consultat�on and technical assistaAce. � ��calf�er$igns o4 a new I�cerisee,.key,�personnel from tIie.newl:y Iicensed consi=uction:firin c� ,cor�oraie head uarte•rs in Oxforcl, Alab.ama for in-degt� training. regazding the. instailat�fln af L}lti ��p�E'tiilo��'iFeitne� As a�ital :part of this extensive training, new licensees work closeTy wi�h . Ul�'aliner's. Field Service Crew: using Ultraliner's own training equipment to install pipeliners. �: ��,� :�;;� '.Llgon;�eturning, Lhe #rained personn:el are-ahle to draw upon�t�eir.experience�usin aur tcainin Cequ�pment, combined with their own years of construction expertise, to deterirrine the best conf gi `forthezr own lnstallation=e uipment:.We a1so:.encourage our network of license� installers to co�riu�ucate_with_:�nd learti:from one ano,ther.. : � i > ; �; . � Qr��e the �ev.v Lc�nsee s e:qurpinent has been prepazed for use,. our Field Service Repiesentatives :tt to t�ie:temtory o� the new I�censed.installer and assist the.new crew with installing LT1ti�liner P�C P��el�ner usrng the, instalier's own e i ment. This provides .otar Fie1d .Service �Representati_ves th� �P . opporttiruty' to make pnvate suggestion�s to the management regarding potential irriprovements to° ti ec�u�pment, in-addation �o addressmg_.other issues wtiich could enhance the new crew's pF.oductiv�.t� Qnce th� i�ltral�ner �ieid 3ervice Mana er and the new Licensee aze both satisfed �vith;t3�e pro�e of tize �eys• equipmerit and�.crew,. ihe:required training is. completed and the new Licensee is. app�:o.� uidep�nde�t i�srallat�ons. . ; .: _Af1er:'ti'aiiiiii � is eoiii 'leted;,bur Fieid S:ervice Representatives continue to be available � l t ..: .:..:..: ...�g:... .. . .P for:const�l ;_anc��; tec�ical `assis,tanee to boih the licensees and their customers. Our Field Service Repr:esentati,� �, ina��ix:aut: their own �.proficiency and gain further experience between training sessions byj installing - i� �owris and cities in close proxi.mity to the U1traIiner corporate headquarters. ' , ; Home About Us Contacts Products IInstallationl ' � FA ibr Forums JWebsite Searchl jWebs�te Inpol�jTrenchless Industrvl ; � ��_,� . Re ister (Request Contact� jRequest Literaturel jNotifv Us �bout a Projec[1 IContact Webrnasterl � I ��' �`jl�:��f��l��l:�l�''�� _ . : . ; . - , � , Rev: 211 � / Pag 1 of'1. � ' �j•. ..{ � �_ � �,. .. _ _.' . ' :� .�� '. .'�.... � . ... I. � .1,. . . _.� i :d `�or . http:f/www.ultraliner.comJuUhome.nsf/pages/FieldService ' • � 6/101,2005 ..:..�:�.�r,..�� ,u:uaLLv�-�xpenence��.. : _ . . . . .-. • . : , . . _,. . - �: .;.: . � g f2 .. . _: .. � , Fa _' e i.l o � - __ _ � . . I . • - �"` -- - - - - - - - . �� . 7[��e i�o��- ;of ��t��r E�� _��:e�e � . , , � . � . :; r _�,' . �� $�° �'�� 'R,ery�Yab-��a��io� �''ar�'ec��: ��- � � � _ _ __ _ _ -_ _ . . ; .. . ; �t�io�g�i:. Liltraliner, ��ric generall� t�ies to avoYci: the�iinpropr3iety .of g��Ii�hi�g cQ:�nmenta�es �egardi�g o�hef pxoducts and techna�ogies, sqme.iss.u�s slmply �not '- . ac�c�ressed` in �n� tnannez o�hez than a:comp.e�tt�ye .cor�ig:arison �ith:sign��rea��:�aar �g �. . e��r,f� �iec�at-`restrie�ing-ptt��ct specifica�zons.based u�o�.the eontrac�Q�'s� ��penea, ,� : .: - . Ie��; �ze r�eogruze t.#�s a�-:;an �mpo�ant tssue whiGh.ne:eds .c.larif ca�a.o.n.: Fro�}��ngu�� ,�.ee,�i�ta ��eogn��e tfie=re�sohs why so�e .teclinoIo es::: . rovide ;indepe�den�of�fhe �nsfall:atiou . r.ocess ` � P g�'eater qitality eon��;�=. . . P . , and� therefore;.do :not req�rtre-,as �nuch:�� :-- �exper�ence to obta�rr;a qnality installation. . �� .- � ; . . . - . #.. . . '�i�;i�-��atrve �Quenee of� ontjractor Experience table directly comgares :r:�e relati�� -�r�ence of vanous lsst�es..w}uch a€fect the quality of ar�:installation and the<ul�mat� : st��c��s of a pige._reha_��tation �iro�ect. �s .this cornpa�ison:readily reveais, I��tra�n�r: � �e��peri a�ech�o�ogy �v�iich �liows skilied-teehrucia�s.in_ a: uali co�troll `d � q �Y � : � ' - . �an�acturing fac�t�:to mvre fuli� cantrol the q�uality:of ttie:f�ished roduc€ thus � P , j� reduc�g �he requu-ed expertise of the construction crews. � :. � . , _. ! � � '�h� �ges�ed Exnerience:Require_ p�oyide a sumin of hel fiil�:be '; �,-� _asses�tn tfi�e ab�i of.a:: i� _ e:r �' p ; nchmar��;far, �, � �Y . p,p. e�iab�Iitation contractor to..install. a liner.�at is �o�h su�t�'ble ) to �he agplicatzon:;and also in compliance with the spec;fications "as installec�. i�. ,. u��::. ` � �on,�ractor expenence.is ur�dE�standabiy d��fferent when using a".field ma.nufac.tu��ed:" ��'. '.-ras :. oppos.ed to a"pre::manufactured": i eliner. Whereas iD0;0:Q0 to: 200,00:Q %e�.:af .E�PPi- � liner exper�ence�is often stated (asPper CIPP lin.eF sup.pliers) as le iti�natel�. r�.e � � . g n :3' . cess�ry to. cope witfi a difficuI� uistavafion or with a lar�e and com Iex ro'ec„ cr.e�v merely needs IO,DOQ to 20,040 f�xt of exp.erience: to. provide s:uper or� uaii �• (�r v assu�ance ux�dez�:equiY�.len�_condi�ions. When the differences.in.the complex :. .ofy.' . p�o�eex �anagement �ss.ues and u�: rhe:eas.e: of instailat�on.are considered,"mu�h:� we�: exp�r�er�Ge reqt�l�einenYs ar,e read�y 1us:tif able for LTitral7.ner installers. Adctiti � naliy, . �J�t�a��.nerhas ��e1ci Serv2ce personnel with o.ver 200,OOO�feet of ex _erience wha a�.a�.�af��e to assist;the L7Itraliner�LTcensed Installers�when required. UltralinerP�C AII+ �: :. Pzp�l�er �as a"sirnpler:learnin c.urve;" and the "in the field" train.in a.nd continuous �eid - su . ori�:w.hic.�i �ve.. rovide..enab e o.ur. licensees to rapidl�r.pre are themsel � P P ves.: to meet , n�ost dern�nding.pipe.rehabilitation needs. . . yQ'� : �; i ". Ca:�e�u�.:consideTation shoul:d be. given before imposing arduous experie�ce re � uire -::_upon,��ehab.ilitati:on contractors. With the ever-inereasing volume of work w•� �en�s •:::;doire: [agpro�mately 40°10 of the United States' underground pipin infrastructu must be �.��be-:.r��Tac;ed: ar repaired within fhe next �20 years], it will become incre � , re needs�-to �;rely� ugon-:a single contractor�or supplier to.meet all pf your needs. As locatin a��cult tq ,-�.::.:ex g, d �� ; < p.��.e�iced.personnel becomes increasingly difficult, .existing firms will only+be able t�� xp�nd as qut�kly .as they c�n :t�� .new gersonnel. Agencies should be making concert�d . ��fo�s to::eult�_yate..and develop:�the experience of rehabi�itation. contractor-s. i .... � ; . � . . . so that �prices �. . �� j bttP��Iwww.ultraliner.co ' . m/UL/Home.nsf/3f2aladd07a0562e0625690d0051 acec/f48678923... 6/10%2005 ---- -- - _y..�.w..>.,..4,��„�..,�..,,..... � : � Yage L oi G � - . � i � . ;. � , �, : . . ; . ( w�"re�nai�i:�coinpetitive� as denianc�: ;contii�ues. to .ir�crease: It .should be. noted tYiat: CI�P a ids .. .fi� on :�zo�ects requlr�ng 1�0;000 linear �eet�af CIPP hner �xgerience have. be:en u� to 5��%a � -�_<� hi�.her t�.an bids arz pro�eets wzthou� �i�ch cor�tractor expe '"ence: re ui�euients �We sn Est- . , � - : _ � � g, f ; fhe�rot�hne re�ease.:of�s�riailNp�'ol�cts�on�istiIIg of��ss-,�#han 1�;Q00._°Iiiiear:feet ef . -. ��igel%�er for the s}ieci£'ic p.ur`pose o� helping new pipe r,e�abilitation �on�r�ctors� g: ,' '-' �:.: �he�;n�ces�ary exp:erience to p.r` ov�de;greater�::competi:fio� f�r future�wni�k. � �. ..:. ..; . . - '. : � . � _ . ... , . ; .. .. . . . ::. ... �. :: : -. _ ,:: . _ � � �� anks to the ease�of p�ge��x ��nstal�ng i3ltraline� P�C �Ylloy Pipeliner: and t�ie:abi��y�to- . � rag�d�y �raiu crey�s, I�ltralin,er'�s� network of local, licensed��installers will �e n�arb� an�::€ead.y� ': wl�en you� need=them: the: m. as�, �hen you consider the amaunt of pipe reh�a�itita�io� �v.�Fk . = yaur a�ene3� ��1 be�regu�ed to:. complete .within the :next: se�eral years, it. is reassun�g to � �4�v that I��t�a3iner's growuig-netvvork of local, licensed installe�s wi:ll, be "in �our area3.�o : he��avide quall�y installat�oris at:a.co,st-effective price.; ; i ' : ' .. . � . `� ome jAbout Usl Contacts Products I�nstallation]. ' �-. ' �,:f�A¢� : iLL brarvl orums [Website Searchj f Welisite Info]. jTrenchless Industryj i� � � e' siet �ReqUest Eon�ac�'�nesCLiteraturel lNotify�LTs about a Pro�ect� jCoafacf Webniasterl . _ � . ' �:LTl�tIA1Ef�:. : `' -. . xe�::. . i/20D2. - _ . . ; . . : . .. : , : � .- . ; : ' �,�'� : } : i . . :��. . � . i.N y.. . . . ' ' . . ' ' . . ' �. . ' . . . . � . . . . ' ' � , . ' ' , ' \ .. � , . . . , . . � '� �. . . . • . � ' t . . I . . ''.. 1 � "' . . .. � ..:.,�i - '- ... ' , ' . � . . . . .'i . . . . � . .. . . . ...:i .. . , . �`�.... ' . _ . . � . �h�r � �.. � ' . I �. h�ttp:f/www.ultraliner.com/UL/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/f48678923... 6/10/2005 � Su ..:es:ted�Ex erience'Re.�tiiiements �, ,�.,- . . - . . _. .�g .:.,.. . P ... . ... ... . ..� :: . . . _. � � . :Page :� :of 2�. � . � �: ; . .. . - . � i - . - _ �.: - -,;�..; - __ � .. i �. . - ::. : . _::;;: ��u � :e��ed �� -�:�=r��r�:�e,-�� u��er�e�:��:- �=�. � _. , : , _ � ; � �� {€or pro�eefi.�consis€�ng, 0��0,�00linear feet�o� greater} . . �� p ' . f. � ,..' , _ � . 5, _ . , i = _s..�J' - - - - �: � - - - . :: <:. :. .� _ - - - - - - . ; � :{.''�;,_::.> � , � 'i- -- -- - - � � . �_ �� ro�er �se Qf �ontFa;c;tdr ��gerxeiic�.s-e4u�rements:,;�s: brie€I��diseiiss;ed.:in ��?fie-l2o1�;�- � - C�n�ra��ar ExAerience. i� ��e �2e�ab:i�rta#ion Pro,�ects;�for- a.:�d.etailed taiile ou�lir�ng- :;� of�: . :::�: tf�� anable� influeneed by � p}pe �eiiab�litat�oz�. coritra�tor's exp:e�ence l��ei, and�.t.�ii-s ,: � : `pra�rid��ng,-the �ecessary� si�pport; for �h� �c3llov�ing �ecomniendation�, .s.ee i�fi�enc��n�€: f °;:�o��ractor Ex�ene�ce�=.:.��.:_ - . . . �, " - _ - . :. . � . _ ;;t`� _ ' - _ _ - . , i. .. . - ! , . ` ' . :��'1i� �.�c�hnoiQgysupplier shall_have:te�hnical�suppor-t;�ersonnel v�hQ �a�ue:a�-i.ri dep.�: : -;underst�dmg�of the�r products'�:;matenal_and stru.ctara�:. t�ehaviors� a�a�abi,e faX �' � -co�`sulfafion �:the eon�racto� is man,ufaGtu�ng a produ.ct from niate�a:is aac4�ed:. � .: ;mu�i�le, g�p , �� . �u lters th� contractor shall have in-house-persaniiei:w�th,s.ucfi.product:e��ze��e ;[�,e re�a�ti:�e v.�ue Q� �uch:;expene�ce decreases wtth the increased e�perti.se..of the �o�jec�� engmeer � Df partzcular conce�n: with. f eld c�red techno�ogies is cherriica� englneeruig� I: . ��.ger#rse �egaYc�rng �i� coriipa�ibiifty, of.t:he tube :and r.estn eQriiponents; _the� �ype and gr' de of xesins to;be used, and the: corisisteney o:f curing u�nde�:f eld cond}tions. : - .. The technologg supplier shaIi have a. detai.led QAJ�C. program at_tliE manufac ',`. ��. . fac�lity vvliich u3cl�des confirmaSion.. of ail design. propertie•s .(i.e. physical pro�e�ties u' ri in the'str_uctural de�sign�ineluding wall thickness, design rrioduius, etc:) of-t�he sp,�c�f'i�c� ,- -_ � materials; F1eId Inspectors sliall �venfy,.manufacturer clauns witti conf'�at�o�i test��c�� ;::: - � sarn 1_es re axec� und�er field cond.ztians -not. re ared u�der taborato ` P P P {.. P F. ry:�ontrmis w�c�.�enc� , �� to be more-ideal)� i�esign properties which are influen:ced�by fie�d ins�a�I�tzon;;or fully �: e.stabl�shed;dur;a:n:g "freId manu�acture". (wall �thickmess with p�e-manu��c��d :pfpe�a�r�_ such :as Ultraliner PV.0 A:Iloy Pipeliner; all. design properties including wall .tliickn`es�., . d�sign mod;ulus;_ and ehemical resistance with ''field manufactured''' liners such � �IPP�; shall be canf�rmed �nth�=ram:dom..past-installation testing. sufficient;to sta�s� ally. �oiif'x�'m. s�ecification comp�iance ,under fiel'd installation conditi.ons. The tec�tnoIag;� �� r�pFIie� shalI �r_.o��e references: for.th�e most. �ecen� 20.Q:;.000. Iinear �eet �f tns�aI� � p�ipe�uier as evid'ence ,af the current;ability to consistently c;omply with�groje�t . �.` - - : �. �p�cl��'ications _ . . , .. .� . , .:: . , . . � .,.. _. .. _ ., - : ; A:. . . . . � . . � Thje gro,�ect:managers�: anii:. �ield.;:super-intendants s�aIl have. a minimum of 2.years :..::; :con'st�_uc_hon:,inanagernent: exp.erience. The project manager of a contractior. using �I.�ralfi�er P�C �11a�.:Pi�peliner. shall bave a minimum of lO,OQO linear feet of pip �-:}reh,abili�a�ipn:tnanageai:ent exper.ienee: The manageme�t experience requirement fo�� a - CIPP instali:er is greater d�e.:to. the increased complexity of managing a CIPP:liner pro�ect . � and� the:�ncreasec�:nsk:of.and.cos.t of community disruption�.in the eveat of an;installatiQn � f�z�ure,�.The �;roject:ma�ager of a contractor using a CIPP liner shall hav� a mi.n .' um , ;: o.f �:QO,OOO liiieax:feet� oi�pipe reha�bilitation management experience.. At least 2 in �bers of:��e�,:pige:rehabilitati�:on crew. should have. a�minimum of 10,000 linear..feet Af.ex�er'� nce � wi�h t�� artFcular.,cQnstrue�ion e ui ment to be used steam-truck robotic cutters�. �tc. : P , ...: ._ . q.p. , . (. , � )�`-. Y ' .. =�,; � �. tQ��n,s�r�::the:n�cess:a�. opeFational :and..maintenance expertise: ; � . � .. . ; � . � . . i . , . � http://www.ultraliner.com/UL/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/980ba889... 6/1'0/2005 • U_LL�:��«��.�,��-�Cuc;e:�tcequu-emenTs::.. .. . : _ . - . - . . . . - .. .page. �: of 2 '. � . . � � � i . �:.,:<} ;:;:;;;.. ; . . , ; .�_ ,Be�ause;alr of;tfie. design:p�op:er�ies� o�;a ".�re �aia�.ufactuie.d': pipeliner.a��; es#��ished.,:a.'�:the. r y : max,iuf�cturing; fa�c�lit� �nd�F indusir� spe�if -ed;:qua�it�`�:Qiitrol praceduz�es .eom�on to �� . ' . pl�s�i� �ipe�, -�ie exper��e �eve� of an.;�t�af�ier constr�tction e�ew has.:�o: u�luenc�� . : _ .� . .. ' �:�.; ea�i��aflce wt�h the� design, prQ�ert�es vf an �ns#.��ieci L��raline�- .�'VC A1�ay.P��e�ie�rr. `. � �- re�ardfess-o.�xhe en�iro�mental conditions �he::f�ield;.su�er=intendan� ofa contract¢� . .: usuig L�ltraline�r �'�C �illoy Pipellner::rrierely.needs a�.mini�um of l0,OQ4��o.�2�=.,.:Q. :�: �� : rineax fe,��,of ex�erience,�rth �Iiiraluier: insfatla�i,on,�. in order.to. deal �ith: t�e. mos�.�: .�.: : diffi�ult constri3eCab�it3� issues;a�u�lue�iced by'var�ous�:environmental condit�ons. �n �: '; c�nirast, to assis� in achieving:proper "�iel�d manufacturi:ng" .and design groperiy:com� "a��e � .. . off�'CI�F'�hne�;{as corifi�med by the sez}uired:post-installation qualit� asst�rance ies�g�, as - we21 as to;cope��uith canst�-uctab�ty:issues, the.fietd super.-intendant of a CIPP`�er� � �"�e�-ew rreeds as-inucli as �'OO,DO.O to ZQ0;000:linear feet,of pipe rehab�litation e��rr ee :. me�udin a minunum of:50 QOA�.�inea�rfeet of supervisory Experience). Sp`ecifc � E g . ,. ' exg.�ne�ee reqwrements:for GIPP.field super-inter�darits.may vaFy depend:ing upon t��,�e�siu } '-atic� tube selection..an� tfi��complexity of the instaiIation conditions as in#�uenced.b�'�ugh. ..inf�:trat�on, se�eFei� deteriorate.d�:host pipes,. and.except�onally low or high.ternperat�ie�s.. _� , _. _.. . - : ..: ... . . : . ..1 ; � . ; orne AboutUs - Coneacts ducts . FTnstallationl � � fFAQj ihr nitns IWebsiteSearchl.l�Vebsite�.Info�.I'I'renchlessIndnsrr�] .: � • e ster: jRe uest ContacillRe uesE Literahue 1No � ' , .I�--1 4. : q ' � tify iTs about a Projectl LContact �Vebmasterl f �,-=, U�:T1�i�Lli�:��.,. _ .: . � . , ,: �.. : :; ... , . . : _ ;�. . Rev t�il9/200� � , , � ' ' . .. . . , ' ' ' . . ' ! � _ ' ' ' . . . . , i ' j , � . . . . ' . . . . . ' . . ' . . . ; . ' . � _ _ ' . . .. . ' ,� . .. � .. � . " . . I . . � . , . . .;. .. . _ .. . .. . . . . . . . , . . � 1� � . •�:y'.; ' - .. . .. � . � ,_ .. . . � .j .. . : . .. : �.� � . . . i � ; . � .� . � � ... . .-:T� � . . .. �' . .. ... � . . . " .' ' . � � � . � . , i :. . _ �'� . , � ' . . ' •_ . . : . ' .' ' . . . � . ' � � .: ., -...,. ... - �. ... ...� .......... .... .. . . . . . . . - . :. . .: : . ., ... �__�. . . • :. �. .'.� ,:�:,�.t. ". �;".�>�� . �..:.'-...��. � � . . . . .. . . . . . � " ' . . . � . • . . . � '. � . , ::;�: `....,. � . � . j :; ,'' . � _ I . . �� . - : I � \�%� -. .. . . . � : � � . _ _. . � � � . . http://www.ultraliner.conn/IJL/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/980ba889... 6/1'0%2005 , . ._._..._��_ :_ .. - - . ._ . .- . �� .:�. x.�.,1;.,��;� :wac.-�u:uipcuu�e�:.�a�!an_Ea�es - . :P :... e of 2 . .:. .� <..., _ ' - . . .. - . . . . .. . . �. `� _.;;::' _ - - . � �:.: - _ �::#::�'� :r �� :•. �. ... . . . . ; � . , . . � _ � � L�I�ralin�r-s s� ost �ar�i��i�i�e Adva�ta'ges ; . :'� �'i�-: - - - _ ;,:, .,i -� ��'.. _ - - - -- . � a� 'N:i `�e��cagn�.e t�a�}tzs.up �'o�ie�Ject en�grnee� to de:termin� �uliich� products:anc��contraetQis-s•':�' d be . ' , su�c�uded �vitlun�gro�ect speci�c�tiorrs i�r oicfeF �o ensu�e tfiat ;t�e neec�s vf �he end �tser �v�F�'be an� =. ��e �ui�ab�ty.ta need��rno��iui}�ortaEit �an cost, �.once pioducis ainei�their contractor-s �iave bee�i . � � ;- aPp�a�e� ti��bid,.the�eterm�ning facior pFunariiy becqmes cost-competitiv.eness:. � :t:� . � _ . � i `�%�a�ner is generally t�e£y eosf cozn�pe��iv.e�against all of.aur:trenchless rehabilitation c4mpet�tn��;;an�� '. our�c:ost co�npe�tt�e�e�s �ttrt2ier �neFeasesc .. . - - . � �� . .� � as:c�ualrty a�i3ranc�Ls demancled �itFi IJltraiu�ex�PVC Allo.y Pi.peliner; siingle �an� ra�-xpa��e. qual�� co�tral te�trng �qr dfinension:s and material ro erties:of:each roductivn Ia � P p t, pnort��s�up�ient � : to.�f�e�ab site,, ea.s�y conf'�rms: compliance.:�,yith'.the• praject reguirernents..With. IJ1tra]ine�:PVC #�'.y .. ; P�pe3u�er, a_singlesampie �s �epxeseutat�ve o� the entire producti�on tot, as.:op�osed,to the �eeess�i��f: ° i� taT��g rnuliz��e sarnpies from�eve�°sechon of "f eld.cured" pigeliner: instafled �ii�� Ili�a}�er ��'� : ':` A�oy,P�peliner, tfiere are nb c.omplex decisaons to be �made b:y the fi'eid erews.reg�rding:ti3e �ua�.t�+..and - •gxade c�f resin to b;e �sed; se3ec�on,o€ cataiyst mixtures; or: the :amount of excess resrn nee�ec�'to� -�- � --ac�rrirnodate fbr:"�leed�g," in order ro en:sure.�compliance with .the materi�l �r�ge�e�an� vsrai�� ':thickness requirement,c of ihe pro,jeet, With.�}1fi�aliner Pi�C Arloy PigeIiner, corirtracior$.•cant# c��i�s#s:=:_.- : by c�ecreasing the g�aiity oF the quant�ty qf ;fhe:;inaterials us:eti: L�tral�ner PVC A�im: .�x }�ner�rFi >e��:to the Jobsite in compi�anee�v�f�h tPie spec�cations -- "Wtiat you -.s.peci€y is what�you ge�."�ei�e �i�Ey - assurance is:ciern�ded aazid accoun�abiL ��. � ty is required, Ultraliner's cost-comp.etitiveIIess.�is�u�,er. .. %° increa:sed rn:�FeIat�oh to the older feetinologies: _ � � � • . ` �- � � as riiobilizat�on;costs-increase Ulualiner's.equipment and�labor requireme�ts•.are.genera�iy� la�er .� ;-.than those of our fold ar�,d forni; defo�rnedlreformed; and "fieId'cured" competitors. TYie'se cpsts��}�,ase with rn�oh�lization, furth.er handicapping our.competitors. Addi�ionally, our extensive ne:twark of 1�--aT=;' �� iicez�s.ed instal�ers, :�vho tend to-cover much smaller territories, .genez�aily results..in. reduced riio��iz�atio� . dis�ances in_ companson �to nur. competitors. _ � � f # c7 as pro�ects get sinaller Because our.competitors often have.higher motiili�tion, eqi�igmen�, a�d 1abQr costs which �a�e :to be..absorbed ,into the:.overall cost of the project,_ they are inc�ir�eet to�u�s: seryic�ng targe cominunities with large projects (often reguiring them to fallo.w la� e,1Qvuer- � g , . zria�g��r � "Dqd�e;Report" pr.ojects) :.The lower�mob�ization, equipment,.andiabor cQsts.of��Jltraliner`'s 1Tce"��ed � inst'a�ler:s enables tfie;n to;not only.be competitive on large projects in large conimunities, b�,t�o a�o. �os�-effecti�e�y service srnaller praJ�cis a�d:smaller communitzes, thus bringing the advaniages o �ez�chiess rehabilitafion ta, almost any :carflmiir�ity. The.relat�ve:lack of available com�p��t�Qn in t� �-. Yi:, r . sui� ller �oznzni�nit�es to ge t h e r w i t h t h. e�: s m a i l e r.: s i z e o f t h e p r o j e c t s; e n a b� e s. U l tr a l i ner's� license d :... {: � 1ns�llers to negq�ata rnuch of therr work, theret�y providing additional benefits to both .the co �ties . a�d Sfze cQntraetor The a�bility to: c_ost-e�fecEively service smaIler communities and Dep�ments::o � `I'F�a'nsp+oi�fat�on=.;{DOTs) further enables .Ultraliner's licensed installers to obtain an equivalent aino � nt of .- v�o��C �n a�maller temtgr�;_while thoroughly saturating theirmarket. Additionally, the ability of our loe�, l�ie�nsed.ins.taliers..to rapidly.mobilize and cost-effectively service the smaller "emergency" 1 - pro�Ec#s_-furtfier strengthens the relationships between our licensed installers and the cornmunities �they sex;ve It's no surprise: that our licensed ins.tallers quickly become the trenchless rehabilitation con acto�s -of;preference vvithin .ttieir territories. � � �; � ��: _,:;.�.; as<pip;e; lengths;.get shor;ter:. Ultraliner's se�-up:time (wi.th no�need far resin mi�cing anc� "vvet_out")�.is • � ; co�garat2vely::negligible and Ultraliner's installafion time..dramatically decreases with shorte�..leni � s of y p3pe, fiheieby.further increasin g aur com petitiv e n e s s a n d c o s t- e f f e e t i v e n e s s. U l tr a l iner's pro duc tiv�ty ; � � http:l%www.ultraliner.com%UL/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/de69a768... 6/l;fl/2005 , .. . .:.,,; ,- - _. - - - - - , tt . : . , . � J::. � , .,�. ...,�y :..:.vuitrcu Y�:�i(TYaTtT3 CS: . , . g . . �'age�� f2. . : � . , - . ; �. � advantages enable ou� 12censed �sfa�ler�, C� �rov;r�e t�rnei�an:d;�cosr:.effective serviee;to: �e -sta�,se�er � �; ..- a�d'cu�Y.ez� mark�ts �� dri�o�r tc� th� sai��x� sexrer �narlce��and enabies I;il-t�alihei P�G A�Ia3�. :�;� �. �,' P��e�mer�o` be�osC comgef�f��ce ��<up to 24" As aresult� U1t�aiii�er PVC A1�oy-Pi�Ze�in�er�ias� , ` be� _�o�ne �fie� prfldue� c�f^prefetence for�an� FDO'�'s � �. .; - _ - - . _ ;; � aspip�sizes.ger�m:aIfe�'�ithough U�ttalu�er�P•�� A}lo ..�t liner cazi:�be cost-com �it�ve� �.. 3�. F�. Pe Y ��= .-.: . . :��sr�es up-to Z�".: (dependutg.upQII �h� ad.dlhDnal re3ati�e in�;uerlce of. th��a�o�e four f�ctor�}, �s.a. :': `..�� ; gen��a� ��e, the �ost ccirnpek�S��eness o� aur I�cen�ed%�sta�le�s: in.�Te�ation, to the "�ieid;��re�" ;: :: �: '�- �: �Q�np��art �nc�eases.as p�gesizes get srria�i'er 7'he cost.of tfie �J1tra�ner--P�G Allay Pi��ier�a�a� ;.= is e�fect��vel� o�i �et b�r th� construc.t�on cost advantages of. tiie t}ltraliner-;�r�c:e�s Witl�ou� �tie o��e ...., .�: . - nd�i��-in�uence of�h� aF�oye �our €actors, IJ1traliner PVC �130 Pi eliner s•. cos�-co � Y: P ' m�et�hve`" ` e�e;n:poi�nz'' �ith "�'i�ld eure�i'�;�echnoIogies tends tQ.b.e �n ihe.15" to I8".ian �,. with UI�ral�nei� =. g �.: becQinzng3�creasin�g�� eost-eq�npe�t�ve at;�mal`ler diaineters:.Ttjtus, �UItra°iiner�vgili tend to be�tli�;.'�st . =cQst`c�r.��eLttive�r�p�o}e�ts vul�ie�`on3y uiclud�:pipe:-sizes from 4" to 15". � - -::��_ _ _ - . . :��s�cvrrtuigency�wcostsYncrease. PVe rs:a stab]e matenal which is not sigi2ificani�y �ec�ed h� e � �or �i�at�ier condit�`�ons A;s�eonst�uc�on projects, become. more�'com Iex; there,are �evitahle:s;ched� . a.�.ter�trons 'T.kie s�abile shel€ lrfe Qf a reel �f �ltraliner PVrC Alioy Pipei�ner enabies aur �icense�.. .� i � �zrrs�al�crs to a�ij�,s��t�t�ir �chedules ta �he�r cu:stQaiers .needs w,.itfiout .the nsk af_wastu�g�the pige�n�r. � ,mat��aIs �whtc�i they �iave pureF�ased:for tfie projeet L�trali�er"PVC:'A1�Qy �igeli:ner ts:alwa�s:r to � use as: soon as the host �ipes aze. prepared: for hiring; and if the;scheduls is: aitered.'at� the:las� mi.n� ti�e �. . ��to unforeseen c�e,.um�tai�`ces, .�tie �ti�a�i.ner PVC Atlo Pi ' � y peiiner will �still be there, ready amd wa� � g._. for use (rio.expensive refnger.ation:required). Additionall y, witt� Ultraliner P� C A ll o y P i p� J i� e s, �� e � are re la t ively �nex pensive zemedies avaiIabl'e f o r an u n s u c c e ss f u l i n s t a l l a t i o n:. L o� v e r: c on h: ngeBc y;e.as t s� �. result.:in a�inore�:competitive.bi.d. 1 �. - _�:; --1 , . � � '� � as#fie quahfy of fold andfQrm is�.reqiure.d`in larger diain.eters: L1ltraliner'Pi�C AlIoy Fipe��er:is: �� T , � cur-�ently �he �only �old,ani� £orrn or deforr�edlxeformeci produet ioutinely ava�labl'e in sities eater} �n . l5�', and the eosts of cons�uctability;foz our �ompetitors:fend to:greatI}� increas�`for su�c�� cts�:u� '�� -sizes greater than 10" As:'a.result;. inany cons�ru�tion f rm� w�ich use other fold: anci foim or ' �� . defvr�edl�-ef�rzneci teehnologies, often resort to the use of "feld.cured." technolog�es.foi.feha�i�� on . o� pipes largez� than t2" 'I'hus,.it should be unc�erstood if a project requires. t�e,gualit� assurarice � fo1d: �� a�dr�orn� on even one lu�e;of �5" tQ 24" pipe, r�.wi11 generallyiesult in significantly decXeased.eos - ao�peufi�e�ess o€�cor�iraetors.��o use,fold:a�d.forai or:deformedlzeformed.produets ot�er that�. -:.� . .;..... �. L�it�a�uier PVC Alta-,� �'ipeliner :; � - : , - : ._ . . .. _ :... :._ ,_.,...,;: _ _ - -� .. .. . � _ - - �: ., �e� ;�[�{iout Us : Contacts Prod�. � l f 1 f ctsl.f�nstal�ation,� . . FLq� ' i�(;- brarvi. oru�is fWehsite SearchllVire�site Infol LTren�hless indus � �` � : �. ,- ' e ister rRec�uesf Contact� jRequest Liferaturel oti Us a€iout a o'ect fContact Webmaster]' . _ . . I � . UC�:I��L��I�f� :=� .:.- ; . . � . : ;. - � � Rev:3�7L2002 - . � ! � .. . . `;., _ . � . . + . I • _ � �.:. � . . . i �)..�.... ;. .. . _ . � ,... - - . � l ::��... � . .. . , � � : : i . ; 1 http://www.ultraliner:cam/UL/Home.nsf/3 f2a 1 add07a0562e0625690d0051 acec/de69 a768... 6/10/2005 , __:�-.,,;r.,_.-_._�h__�.'_�:'...._��.....�.aya .. . . .. . . . . . . , . . - " . . '.Page��Ii�of 26 . , ; � � � � . _ , ' ' _ ��"5�. _ ' ' ' _ ' . - ' . . : � '� . 3,.:' _ - ::%'. . ' - ' -- � ' . ' . . " _ ' . �, _ ' ' ' . :�.�l,e ..��. _ � e�� i�s��o� �`��r�� . , - � alrner�-: . : � .� . .. �; _ : . . � : : -� = . �Tot� ii� �y�ftF tt�e r� ico�z go ta I�1tra�ineF'�:£�req�entl�,�ked {�uestions j��iQl; .where thr;e�d.ed , � + ' _ -:ETiscuss�o� r�g�c�i�g iii�-�ogi� �ia�ta�e p�aee l : . � � , ; . . ;, - - . � - : _: . ' Der,��e�.o�_success�Y��mproyements ut p�pel�ner:technoIa h�ve brou flt.th��re�chless i " � ; xe��b ta�on 3ndr� " � . �`. g P � ,� . s� to a�ghez 1�vel o��e�fo�mauce. UltraY�eF AYC A�lay_Pipeltner �s �ie n�� .` . : e��lt�tio�ar� adv�aneemeIIr iff tr�nch�ess rehab�itat�or� �nd is ti��% �'the :perfect.�f�t" far. yc�ur pralect :: �. • ��eq�as'emegts �traku��rFv��All'a� Pi�e.l�uer pr.ovides;:the-end.�tsei��witli aproc�uct r�ianitfacturet��'�om. _ ;��Z, t�e mater�at knovm and;rn�ste�i in tt3e v�cater and;sewer. industry�.f�r more: ttian a.i�� a�een � 'vuh��li has been s ec� _ ea eered anti;enhanced for use� as: a trenchless re�ab�faiiQ�r �� , �P ��' � �?F�� _ >fi�tra�ne� P�C A,tloy-�Pipe�ner is a cost e�fechve ¢m, tight fitting; completel� �ienc�ess, anci..for��any . ap��cat�on� the pre�er�tile ��thvd for Fehab2��tating:.the world's �. uudergroundin�rasErtaGture:�.�� .� LT��C1IIFiCF, Inc ��1tFI U11F �0i1-gO11I22� IESe21'C�1'-1lld�•.(�eYC10.PF11ellt; is�poised to. deliver.e�ieII greater :� . _;aduancements to riaeet yQ�pipe reh�bi3:itation�needs. .'_ � r:�..:: . - . " � . .. . � ` �Ve are u�derstar�dabl Y q g � i y��ou� of the man . uni ue stren ths af our company and our-pro�uets. �'he; foilowing is�� ver3�long but by n� �eans comprehensive.(an d decided� less tt�an�modest � � . _ � many:of thern _. . . � Y � � list..o� ,;, `'. `= _ . : . � . . So Advanced It's S�m�le" : � , .. . Streng�hs of the �oducts . - � ::�; . 1tilateriai of Freference � 50 Yr i.Desi�n:1 Conservative I?esi t�heinical &�.•Ahras%�n Rs's�siaiice �� . Earthquake Resls�ariee 1 Irr��act.�Resistance f:Svstem Renewal �d S°SQ CQntro� I Cost=C'o�eti�ua I,� .�. 1� 1 Irrvento Cos�.s I S�ze & Lengths t Shi��ng.8€ Handlin�; i.Chenucal & Abras�on Resistance�;l.. ..�t�a1� ... . Contral f Ins�ection l�stallanon i�xpandabilitv 1 New IVlernary I�-Ieat. & Relax I E�penence I�educed � R�sk I�S� 1 DimensionaiStab�lrE�u I.T� hg t Fit I Infiltration Reductian I. Root F�trusion �.Im�rove�. o � I��treme. Vueather 1�Construchon Season I Extreme Loadin I fixtremel'y Deteriorated Pi�.es 1.Lin��d �` Accessibilitv i. Buildin Ducts I'�ecreased Dama e I Decr.eased Disru�tion I Surface Stiuctures i:I � Nlainteriance Costs 1:Enuiroru�ientaliv Friendl� ; � ! . � �tr'�ngEhs af t� eom�anv�� . � � TA�al�Se�ice and Suunart ��ietd Service Support .1 Industry LeadersY�_p I: PVC Ex�ieitis� 1�"Fami:� ". ,.Bus�ness i Pre�are� for ttie New..�VLtlleniuin I.:Commitment to Excellence �� :.; , - . , �. -f Sr�;�d�.anced It`s-��mple! .. . . .. ^ ..- . ,. . . .- . i . . _ . . ;i - �' '`Tliere is :a simphcity� beyond complexity �hich is: indicativ.e of all � � " � reyolutionary,ad�a�cements." � �� . ; . : . . ..:. :.. . ,�.<. . ... ... . . . . . j. I��:traliner's unic��ely:engineered.P�C.AIloy material and the advantages o� factory ananuf�acturi��;ha�e dx ,.amatically �u.rdene.d .the �window of installation forgiveness for the construc:tion crews and have made e�fe�t-�ai;complianc:e inspections:feasible for the project engineers. No other psoduct in�talls as e ily or �: as:.pr�;dic.tably: :You .can..:be; confident that you will receive the.product you spec�ed and paid far. J ; L-Jlfiraliiier is. sa ac��a�ced it's simple! � � �-� ;:: :;� ;�:: -� _� 4 . � � � -. � � � � j =�tr:�ngths<:of:the:Pr:oducts.: �. � ; � , . -, . . - . . . . ; - �. :.:-, .. . : . i .. . ; . . ; � http://www.ultraliner.com/LTL/Home.nsf/3f2aladd07a0562e0625690d0051acec/300fe948e... 6/10/2005 -�. _ �.ne�•;�_�enguis�::or�:u�traliner.: °� -: �� . . •. .. _ �. . _ . -. � Page`� of 2:6 .. _ . , . , _: • . �. : -. � ; _ _ __ - � . . ; �,: ::::.%.: _ ,,: _t._ •-- � � :..�.�. . _ , _ ....:.... ::.; :. :: . ...........::....._, �. .. ;:;::: ...>;.:: . ..: -:. :CT��. ':.:�r �.�. �..:�: :. . .. �. _.J. ... �_. :.... ) 5 -,.: . .....� ..�. . . ' ' •..... �., � - ' � ''f ";� ;._� �+`:2: . . � . . �.).. . � - � ��`l�' . -. . . ( � i �( : f� _ . . � - ,�'^ . . ' . - .':��^�'dv` - _ S;.lt':� - ' ` .. .. r \ " � � ' • ' ! L .L�t _�� ]t •• • 1 ,t. /� ' `L � i ,;• � ' � • x�;' � � ` ,,� � � - �.� � . � ua . . s �- � � t ',�' � .,. _ _ J 1 , - - � _ £. " _ =r.'�;- - - • ': a:. - - . _7 - - . . ' a :. � .; � k t. . . . �.. .�.: - 'T , t ...... ..;. , ... . �. . .,....,: :.-:��:.: .,.. ' _, . .:. . : ,- .. ..,., . ... ,- ". _- , .,: : -: _ ,,..;... - , . ... :: - - - . : . . . .:. :, - _ . . .. . ... '_`r' _ . . . . . ,. --. . .� :: .. :�.�-... . -. �.. . ._.,... .. . . � - . . . _ =Actuai:Photo ' � . .. 1 . . _� : °� �I�teria� o.f Preference : : � :� � � , . , .. . . P�C is tbe �atenat:of-p�eference�in..'the water and sewer industiy because of its ease�of�construct �bi�ty, _ si�;�I�city o,f muntenance, and_unnvaled:duralzility. H� .wever,..typical PVC c.omp�unds� are not... coudt�cive to the �rocess of insertion and f eld fomung of a PVC pipeliner: For.tr�nch��ss appl,ic: �.'oFis,.. :. F�"=r--- �a ta�gfier, mare ductrle i'�C cAmgound is iequired to consistently meet _the .fieid �erforinance � �� -� requu�ernents. so as :to avoid crackigg and �p�itttng of the pipel��er dunng tli�e uistal�ation_grocess �� Vorking rvi.th Ultraluter,;the.,cliernical engineers.atDup.ont,and �ista Chermcal augmented a:n,e�vi��ass o�PY-C compound�for use;iti tirencfiless �ig� rehabilita[i:qn ap.plications w�ieh�we.r��er..to as. a:�: ;All . .. ' � . � ." + . . . . ' � .. � � Qur uni.t�ue PVC Alloy. materia� is composed ofPVC homopoly.mer integrally blended (fo�-rr�iz�g.�� h�oznogenous:��xture corisist�ng:of a.single phase) with sp.eeial modifiers. The PVC A�ny;has be . s;pe��fically eng�neered to �be a� extremely tQugh �and ductile:compQund except�q�ally su�te� Eo �: ; tre,neh�ess a�ipiica�.ons:,�ong :the unique chaiacteristics; o€ Uitraluier, Inc:'s proprie,tar� P�C, A�Toy . • . ..... _ .. :.... :are:. , - . . _ � �..�� :, �, � .*� e�tr�meT hi im aci. stren . hs, �� . ,, r 3`'. � � - P � . , .,..,...,.-► a wide forming,tempera�ure:ra.nge, - ;:�:::..:...:;,..�:*�a`hig�i.:degree-of.. diinens�onal stability, �.. f :• :•;•:*�l:and the.essential ability to relieve high levels of stress without structuratly . �• • � .c:ozngr��:sin;g,th� material.,. . . . - � :. I -;_`j. _" . I I ��-:;Thes.e �znique�character�isties: of the PVC Alloy are coupled with PVC's innate exceptional abrasiqn . . .,.::: . �'; re$�rs.tance and �chemical. resistance, resulting in an ideal. pipeliner material. B oth Higner-Compii ce '•_an��:I-�i'glier=Stiffness forrnulations..of Ultraiiner's PVC Alloy are available for specifc application�s�. �'';;;�. `.. <: ;-- . .:" . . ... �., :.� � � . . ;�,; VYzth �,Itraluier s�xeeptionai field. performan.ce history and. unriva�ed customer satisfaction� .�, it:is h,�'r easi�y �nder�:tood.w�y iJitraliner PVC Alloy'Pipeliner�.has become the ma�eri�:of preferenc� r� for �� p%�e �e�iabil�tat:ion,in ag;encies:across North.America. . � : ; - . .. . � - � hrip://www.ultraliner.com/iJL/Home.nsf/3f2a 1 add07a0562e0625690d0051 acec/3 OOfe948e... 6/� 0/2Q05 .... -'— ........�..b.,,,..,y:.:.t:� v�rut;p111lC1� . .. �. . . . . . . . . . .. . . .. - . _ ...-. . ... ;:� ' '.. . , ... . . � . .. . , : . . . :. . .` :.: . .. . . . .. �..� . . .. _ Page 3 0� 2b _ . ��, : ��5. ' _ . ' . . . . _ _ - "u'. ' . .. . . . _ � .�� . . . � . - � �fl- �e�r Des�gn L�f� � . . �p�✓ . iL . . ' . . j . , . ;� F�"�'is,�nir�n�or��s,du;-ab'�fy in.�vate�.and,�e�er.appi�ca#zon� and:i�Itr��e� �� Ai�o :;�i �,`��liner - -�s �o excegf�on 'I'heznnaie €lex.tb�it� of P-�� ro��des much:�teE stren ` �, � �<, tfia��rnere maFezia� o`e { r�zid �u es� ,�� a�uriec� u�sta�l�t��in � P� : P �es_ v� , �g` �gttary �to popu�ar mYsconcept�oi�, �it�` a bitr�e� . �� stif�nes�.does not �fueetiv �Q�rela�e w1�� s�rerrgth and efurab�itvl�{ia�h�r; s�ff"ness:-is �;`�o. , P��g�_�..;_ � auald �nnecessary c�s#Iectian �€ a fi�xi'�ble,pipe:causedby the�duee� :bunal pFoces�� LT��aizner�� ' A�IQp.Fipe��ers liav��ee� engmeered #o pr�vide��ong=term. structur�i stability: in tre�eh�ess:pz�e� �` ;- ..�ehahrlitat�on ag��icat�ons �ith apprapnatel :eonseivatrve des�.gn; IJl•traliner:-PV� Altoy.P`i.pe�n.e�rs�are-�� rexgected to�far exceedta 50�year des�gn lif� . � . i : _ . . . . . � �.� � , _.�,�v�se�ahyre I?esign �nsures Long �'erm Struetural St��iiIity.� :_ ` :.: ..: ; � `. . ' � � . ; . . � .. "� F '. . <' _' h _ i .S . � . � � - - / � � : t i11e4w�a A . . � . t ^ _ �t=tr1'fd.M.�tL�vllra s��— r . , � � � �t� .c,i' S ? "� r� �' .1 � h►6if.1�lsi�Lfalt7� ; q . �rn�xnayR s+w-a4�� nr� �,.t...�ir.�� ws�s:a�� _'. f ' . � � �.., trtaelT"� ►�GMidp� �wytktm�nt�0� �IYi�d'�IM�diiltrfl�;:.lfF'wsdtiiait� ' ` 3^' ".� '.,.. '. �. ti �. f�' �� .di.s�r��afd.��e'6iTP�+aLa�.?�aa�L'['T4!qL.3�lcid;i+T _ ,. � . -; � . a . � �y, ' tif�IR�[E�!,iswwdr�.�ieh�►�nslr�j-yR:fisiS;yp'srqy�js�iC � . . . Z ! - ^' �:' ._�; �=";.'rti a � ]u'4�rltnsastd.b�k�ctlML�trrpR?�idt`asMt �,� A -r -�� - , _ . • � s �� _ � � ?; �l d . � � �' i. - �t -��lIC.�Drald`'"x'.u`'�"�' � ., �°"Ot' . , (� � � fdav�'�,rbu � � � � . _ , . � � � YSi� �..�` I � .. '.1 �� `� s- ."�. E'r- '�' .., t �_� - � _ ... _ . � 2 jt � �Llr�: , I . c � y . , ,K � X � y :.�- �� ' . ; .• ; 4. . t, v.' : . e i , ) ' ��i�f�� 1 �,`.� T i1i?� ;.��A _ . ..� . � ' ,fka�'...�� r , . ��— �. � ' , 7a t�.s e �. � Y. � < _ ;�,� � .: . - ' 42 x..�. � k r�`.v.. ` .....:YS`.S �� . i i •' . �.. .. . .. • ]: F�..._, . : � �� _ _ � �. ; - - ----+': �'� -- _� --- - - j, � �, � � . _ _ � � \ --- - -- _ . . . 359 � _ �. B:e�ause Q.f their exce��v�a� fleXtt��lity, buried�PVC gipes and.PVC:pi.peliners quicicly reae� eq��li��ium with t�ie: surrounding soil, :thereb.y-avoidi.n.g..unnecessary, stress-inducing saii Ioads.. :�� a`u�et�er, e�eri tak�ng info�consid�ratian t�e fuil overburden, lzve,.and hydrostatic ioads; stresses. � cler �cal a�pl�cat�or�;� are no� suff'reient to cause-nieasurable apparen.t long-tern� rnaduius reduction � ; .. (ci�eep� oFa suppoF-te�3, fle�uble P�C pipalrner..ttiat,has sufficiertt wall�thickness tci ensure:short-le ° rxng-s�ab�2y A�empts have bEe_n rnacie to:deternune the Tong-term mqduli of�pi�ieliner;m�terials g�.s�ng. �� lri ae�Ierated testing, hovueyer; such �aceeleration. has typicaily been aecomp�ished by i.ncreasing thel a��ed pressur� in Qrder to gene�eat� €a�lure.within 10,00Q.hours, � ; �the case of t�e PV� pipeliners. (tested wilhin gerfect host i es the. ? p p ), p r e s s u r e s. r e q u i r e d t o g e n e r a t e '�� 1� u'� � v t�ln t he I O, Q 0 0 hours were sufficiently high to�significantly alter the.mate�ial �respo�ise� a�d are,; �,erefore, �not ind:zcatrye o f ma ter� a l .�e havior at t y pical: �e� d p r e s s u r e s. A s a r e s u l t, . t h e � e n e a s e d bt�c� hn��test s �.��. Qf p�C- p.i pel�riers.e onduc t e d a t: t h e L o u i s i ana �'ec h L�niversity Trenc h�ess T'ec _. logy �e�ter [`I'TC] r.equiied pre:ssures'eXceeding 110 psi (758 kPa) to generate measurable "creep �red�tion." P�G test�sarnples subjected to under.100 psi (690 kPa) did not fail within the 10,QD0 hour test pe �'od. ; l�esgz�� the reportec�-apparent ereep r.eduction (at pressures high eno�gh to alter t�e material be� �ior � ;`::an�-=theie:b.� g.erierate:fa'i1�re within the allotted time), the data coliected is indicati:ve of negligible� rnatenat c�ee�p at t�pica� �elc� application extemal pressures of 20 psi (138 kPa). and lawer. � ;�'-.� ,� . f ._ � �"Ie rmper��et�ans in th�:=pipe�ine��and.:the�host �i e will �� enerate � '� � � -�� P. P g�� poinis of stress. caricentratio�:which ; Wi,�l �ez�e�ate-higher creep fihan�fias :been;measuzed in the perfect pipes, localized�imperf�etions _can be . . ; . . .. � � . . . ; . . I � � � http://ww�v.uitraliner.com%UL/I�ome.nsf/3f2a1 add07a0562e0625690d0051 acec/300fe948e... 6/1;'0/2005 _ ..... . ._ .. _.. . _ _ . - � . . . -.. - _ - .. :. .. . _ � g .:.�:___,. .. _ .-, � , , , .:. : ..:: ;:.. ,.: . , . . > .:.. : , . , : . °:. ;,' :. ; ., ::' .. Pa ��: �` .� �f 2:( �. , . . . � � °e�c'. -`t� ;;"� = _ - - - '� eei�to'::�i��e�: a�' - .: ��, �i�icl�sma�'er rziffuer�c,� tb ws��t�e e �e � � � ' is `� ner.a#ed � � �Rerfe.et��ns �. . ��re�-. ngiii: oF��rpei�e .,;.�as :. .. ,�, .� ��, , � eurr��t comgn�er ai�a�`y��s, �net�xods an� as resul�:s €zoin tes#s of Qthez ptp�I�iier v�_ � �eCl��g�+s WtL1i� �a�i ��n t .. � : y . . . .` . .. . g�th se�arn�) ��mov�e sr�ch �a�ah�es an� 'the influe�ce of �ong-�e ��. � ' �nat��c;�eeg a�p�ear��o-be essen�a��ao.�'er`�uh��r��.b�-s�cir�xez�ii rtn�::�tabi�ity issues �Yi�oui �:. :: : a��q�ra�e��a11 t1i��ka.e�s, �s��pe7��rs�b}ectec� t¢suf�e�ent.�ydrostatrc,press�re��v� s�iffefa „S ��`�g� <�� `�D� teFm:response� �u;c�g fal�.izie o� ttie pipe�rner (encased samgi�s ��ii�ix rnake a �' . ch �cten�tt�.lQud�,�aP as �he� �ac�. �ai�uze. wherein.:ruig ui�tabili�y causes ,tfie pipelinei �a rapid�� y , �. - �Y... :".. . . , r��ers�.��atur� ar�d� c.,oi�apse �n��rd, or �ls.e:��e plpeliner w�.�rug�ttre. due to: excessiv�: s�iort=Eex� .:.. :: str�sses (e�case�`sampies w€iickr be�n-.feaking_or whiEh shatter�. : � : °� _ : " � . „ � �� . ... . .. ! - . . T,��s,�c�esgite �e.�ta��rty fn �egart�s� to a. arer�t ereep rec�uction at. ical fEid ser�ice pFessi�s}.:aII - �'P .. a��ir.,oprsate�mociulus r�educfio�rfacfo '. �s�eorporated into:tIie�de.�i tc�.e�.st�r�e.�equate t` �� ' th�c�ess�to pravide sh:ort-ter-m,rur �stab�li - � � � • :�arjdifre� b� t�e indus g` tY ,(Noie: T�ie or�gina� buckling eqe�a�ons, w�ueh �ver� Iater . iry, appropnatel� used ttie short: term modulus in the des:ign Tlie indu�t�y ` ,. '��IP°��xha��o�rg �er� moduius inta the desi in: order-fio ensure tfie ieqi�ied conservaiism-�,; _. ~ �eg�'cimg�he �n ,sfabiIi � . g ty of-a more:flexible IIiateriat vvhrch �has si'de�vall: rt. B`eca�se'`lan mafen�creep rs t:yp�cally not.the controlling.fa7lure rrrecha�i.sm, the.:mcid`ul�sr9e,��tctianreq�i�d��i. .` �er��uFe s#�c�raI stab.��t� can:.be �e�cgected°to Iiave very I�ttle correlation�vvith the.�4ex ecte "�1� ' `:ere, P � �.. ' :�_ . . ep:rnoduius of #�e material: as measurecl. through tcadit�onat uieans sueh;as. �S:'IM �3:��4:. : , � 'i�tus, des�ite the n�gl�g��i�e u�uence of �ong term matenal creep upon the.sta�iiity uf proper��... .); ...� . a�=�_�a �vc��,ne�; IJ1traUner suggests folioWing.the st�c�ard:industry �ract�ce Q� usin � .��: _ � �aI'o�. �. .�nodulus reiiucfio� t75% retent�o�3_f�r its hiQl�er camp�rance P�C A� o IpeL'f,�,A �-nmg' .� . w2th F �I and a •% od�us. r ductioa. 35% etenh �r f r��.s �` �ie��: ., . A11ov �ineliner [eo��ying �vith��q F a 5U4 �'order €o ensure �su�ieient;grall f�e�aess t�- _ : . —, .��;, ' � } �rovide the necessar}t short tern� rui . stab�i � ' � ` g. ty. [Note: Tlie desrgn of �a lower-mndt��us �iater�al-:vt�:. - �� ;autornat�caliy requi�e a tti�cker wall, thiere.tiy resul�ing in -the neeess �: .�n sta '' . . (` as �gti o� a.�odulus reduction:J . �Y g. bilit�. witk�out E�ie u�e of \ �� - .. . ,,= l . In o�ther w�rds, pro��dzng:a canservat�ue design to ensure Ion term structural stability. t�f a P�C.. f:� . �, . � I . pxpe��neF �s pr�ncipally an:issue o�short terr� rin stab�i f• g: ty, rather tttan.an.issue of•�t��g�te�n rnatei�al ci;e�g, The ac;t[��a.:(influence of lt�ng .term creep.may be:uegligible upQn a properly. designed�P�� : pip luier.. � � _ .�:...:.:.: � .. . .. .. .. . ... . .. ... . .... .. ..�. . ;. .. _ . - , .. . -. .:. . . . . .... . . ,`te :.A.., .: :_ p... : . ..-: :. :..; . .. . . . .. . � . . [�Q tr.ul conservati.ve design re. quu-es. a balanced� design� �viuch considers: aii.possibie �_'.� e. -�. me�hanisms and whi:ch rs �cr�nservatively. weighted towards the:most uncontro3lab��e variatites,� �-�i� �� a�nchtess r�hab�litatran, as also wath direct buriai design, the const�czction crews are�f�h�•-most;.., . � � uncon�rQllable �vanati�e, consii-uctabilify must always be considered by`a resgonsible desigr�:. �-` �:. en'gineer. �ith d�eet.��na} Plexible pipe, a. higher. stiffness than.is. optimal from a stii2ctuial {iesig� p��P��Y� i�Fl��' � plga: st,iffness of 46. for, flexible pipes}: is selected to ens.ur� �ease.of: � I � �cozistn�c�abalit�;.even� th;a�gh }Q�,�,er stifiness pipes have been proven .to withstand great�r:loads w en , � �.. � � p�o er1 instal:Ie� Irt :cont�ast to �uect� burial desi gn, with trenckless.re�abilitation pipeliners,:a. �.. '�nner, ,1Qt�v�r<.si;ffness;�ipeliner,promotes ease of co�structability. ThE use of a stiffer, thicker:pipeline�i�- than .� r st -�ctu�all�:Tequired, ratheT �than.promoting.conservatism {as it would in a direct burial � :application).,;.unnecessarily inCr..eases ,the risk of a trenchiess rehabilitation�proj.ect failure.J � ::, � . ... . . �::��xcep.tio=nal- Ch.emical. Resi:stance and Abrasion Resistance � I I _; ,rte �here is great �ocus. upon the:.buckling stability of pip.el�ners�.due to gror�i�ent �e,ndor and :: � i. ��ern�c•�'e�earc� ir� �the area, .there are. otheT� areas equally;important to tfie durabili_ of .i eline's. �' ��., "` ��r�raltne� P�C. Ai1o��,p�Peliner exhbits exception-al chemical resistance propertie w:hi h are.very � . � i. �rnilra.� .to P.YC an�l..does.::nat. de rade.in � . g. , - - g typical.sewage �environments. Linin with iJ�traline�.°;.vC �: . . ; http://www.ultraliner.corn/C7L/Fiome.nsf/3f2a l add07a0562e0625690d0051 acec/300fe948e... 6/ 1/0/2005 r . '. ::. ..'.... ,. :i . . . . . ; ,.,. . . Fage.:S�:of25 _ _ _ i , ..� . �lo .P.� ��er c - —�: :. � . 3� Pe � e�nunaYe �,many of the �tai�te aFiee;.�;rob�eins.associa�e� t��tt��pz�i.e:s.cating-aud_ . ;cnrros�� - . . �r � } . . . . ... . i : �� ° � � � ��SPt��P�P��s��r��ama�e�ou� . . � , �. , �� ;pipes az�id,;�thereft�Fe�, ha�:e eq�i��ra�ent chei�ca� resls �:'�c� : - ` �, � do��r��zre� �eFfgfha rnc'��zd� X" � _ � : � a�t�e-s�r�2ce �uts Because �'�`� �i��l�tners ar� �af cfi.� nc�eat=:� o� :. :�e�ca�d�trans �o�th��`��aten��praperhes,Iaboi�ato re azed tes� sain �es�of>P C.::..�;��ei:i�e�s : '��e �'QP,�'e�eIItafi-ye_ of the= che�cai TEs�sfance of.actu 1-fieir� ins.taliations: � ��'" � Add;t�`��a�-Y� P�C` i e�neFs�have� ex e�' -!_� `_ . � � . � P� . . ,. � p.. �ona�.abrasion: resisfarie�;:, zvtiich,make�, i31i�a�neF P� . �� . �; A�o �'r 7ir� r�dea� �£Qr.abra'si�e �ovys in sanitaFy s:e.werxstornt sevver;.and indirst�al a��c . � �- �: , t��: _ = .. . FP. . ._ ��,��t�qua � � . _ . a�i�; _ � k� �esistazrce. _ . � �` � . � � _ . _ � ,- . .. - � � . . � .. . �; - ` � - � �� S_ � �� 1. _ - t - _ � .;. �. z• jtiS` .. � � ' . ' � ' i . . . - : �� j � � 4fti=. r y.. � . . . . . . � un'��' �'�._J,�, .4,.; iga� . . . � . . .. . . . . � + . k `, �"�F`. � � , ti-t � � I : ::. . : ... "Do �ne�� ; T , � . - 8. %r ensi�a 3'est�ug. . � . , � �: � �?�hile no�roduct is ear[hquake proof, �the ezc� tional to�i : Pip��ner, �s exhtbi�e�i b its extraQrdina =ten.sil g�ess:.an¢.dttetiltt�r of.%71traUner��ay -. T--�=� �. �' I'Y ... ,... e elongat�on,and��xtreme� ' tu im : �, �. r�ia�e �t;an ideal ma;#erial�for use i.n earthquake.'prone r..egions, . Y� p�c� resLs�ainr�:,.. . �� ;` � ji - . . � .. � , / g .. Irnp�a.ct �esis�ance . : � ; : `__ With an:izod Im�act resrstance qf�appr,axirnatel .15 - : ext'remel ''to.0 �� . - Y. ft 1bs/in, IJlfraliner PVC Alloy.:Pi�el�ner rs�:_ �. Y gh material L•Jltraliner PVC Alloy Pipe�iner was engtneered.fqr:to�zghness: iz�. ar r:to:, � , - ...� .: hairdle tYie stresses �nhe�ent-to a tienchless: installation. For.exarriple, tIi'e reznote i�eina�atement of. . rv�ice;� conne�nons rs:equ�valent ta an in_s�tu Izod,Impac:t test. As .the robotic cutterports��tie.�ige�t�al�, a��o- tc1�� '. is for�ned uthich creates a o�nt of stress concentration. As a result of extremel lu� � �� P�� a p� e1�:II�� Ys.not as �rone tv _erac �y � Y � �paci resi�ce, � . king, splittuig; anci�lo� sfia�teruig dur�g �� .: ._ efio�n o� dunn� ser��ce coruiection reinstaterr�e�ti,Addit�on�il the except�;onal tou'ghness makes � �: I31�a� e;r P�C �i� ;Fi li_ner ideaT for use:under ex.trenie live loaiis. � �' � ' �.��.-- � � _ . . . . . . - . . i � .. � . "�P��os��f�'Ec��ve-�ys�em Renewal and SSO eon�r-o1: :::.: � , � . . i, . • -„ • . I : , . . +��' � �. �° �' � � , . ,_ � . . � .YP-� r; �ti. 4� t: ��j . .. . .. .i. . . .. . ' . ' 3' Cl 4 D � ' T i . . . � . � . ' . . � . . � _ �.a�1 � ` x7�sz..iv.. .„ * . � . . � . � a i . ,.. ` ' : ��, �-:•s�., . . . . . K�� ! � . . 1 � � � � � . . �.:.. � ' , i . . � .�.�..:._';,; � . � � . . . .. . _... : ' .., � � . � . . . : . . " ' . . � �¢' � .�i `, . . . _ . . . . ': ' �� ^_ C ' � , _ � �7 -� J / f ~ , � `� . � •� X pp �'��,. . . � . `� a� X�;� � I . . . ` � . . . . . t�' z,�jG�"��'v`'�� IKFi;.��,R�'pf:�.��ti, � �f .i . . . ' •' T ' . : .. � �. . ' � . [Sanitary: Sewer.�Ove�flo.�v -. pic.ture courtesy of.the EPA websitej .: '�•` " . . . i . Sanl � se�uer overfiow's jSSQs] �can be. ca�sed hy inaintenance.pro�lems such as bl.ocka es : ' � '��ir�neous wet wea�her fla�us sucY� �as infitiration.and inflow, and also. by ins.u�cient: ca a i�� b u� .. � . p ty to - . i � . . i �ttP��Www.ultraliner.comlLJI,�Home.nsf/3f2a1 addU7a0562e0625690d0051acec/300fe948e... • . 6/1,�/2005 . . -.--�.,.;,�.4,....:,..b�..,,., vx� .vltrcuuZG1�...: , ' o.u:er,=�`ev�1i�'`i�i.�nt'� - - --" - -.��:. - _,�fi��`�ee: cvs� effe�hver�ethndaiogy�s C �� ine�p�nsr#ei�iden��=roo�icti r:: � �: rnstal�ers,�an he�p ��u:w�t�i s� , �educ�rfl�t e�n be:eost effee��; =� r ;the f�st:;g�io�:t as.: smoke. te�� i�rce`of.v�our: �, althqt� 'muc ;.�? .. .. �, ,_ `26 ,_ �*• , �=` � 3 5�:+.: :;;�':=�t';• - _ _�__ : .' . . : - r - . ' ��• � � .: -.: : r �.-?-'--". — - :, z . .. • . .� a �- a..i , s . ��' � ow alane wtil not sol�e al� a�asystem s�roblezns �,To signlfieantIy c'ontrol'SS'fls, blockages d . iz�'�tFat�o� rnus��lsabe addFessec� :Prv�,��g�nng term, cost-e�fecf�:ve solut�Q�s-.�c�:su�b mai�ten� ce gr-e�.�em�:� o,ur azsa.of exp�r�ise.: �:�� - _ . : � � �` .: `` .-....:.; � _ ... � � . . : . . ;� . r�� . ..... :.:� � �::,: ��;<;;: � •.t:: . ....... ....... _ . - - :. . ,: -.,. ..:;. , , . ...�., �.. � t�i€�almer PYC ,Ail� P�pe i � ' ' `. � � : : y 3�er can ;be used to cos#-e€fect��e1� �a renew and �xte�tr� �e des�gn it�� : exf�Ying-bun��tr��fures, ��thout d�n�pting or reducing the�service life of surface s�riietures �as :. ` pa�ernen� '�he �tse o�TJltr�ner FVC AIIqy Pipelu}er ca�n alsa lead to .decreased �ong �eFm ni��e .:a�ce . . ; co��assocra�eci�xtf� roo��rt�rus�o�,:p�pas;ca�ing, and:so�l subsidence. Addrt��, r�di�d�a�`S� .s . . can often �e �er�anentl3r �nated �vzth locaiized mainten�ce inelarling the.use Qf �t��ie�- P:C : � � A�l�y`Pipehne,r �o, e�t�ninaf-e tfie recurFence; of rbot �ntrusion a�d�:othersources.of biocka es. ` 1. .� g. : �u�xherr�Zorez �It1i s�-�fc�ent reha�rlitauon of a.coI1ec�ion system with UIfiraliner FVC Aito3�: Pi��er; � ;'�rg��cant yolumes of rnfi�tration 0 can:be eli.minated from�,reaching. t�e t�eatrneni faci�ty,: and-�; '� � �� -capaei�-c,an-;�ie re:c}aimeci. � � . ��; . � - ,„ . . -. � - - .. . : � ' Alth:.o�g�in mar�y.cases pipe rehabi�tahoq:does not immediatel .solve ii�f'�t�atio - .�:: Y �-mduced trea��t . plant:capaci�r ��u��ons, ultiinateiy., pipe zet�abil�tation �s a�inost a�ways �s most ec�s�-�€f�ti�e � a�s : of eli�nati•ng sar�uta�y_sewer overflows [S:SOs�-and infiitratioi� indueed:untreated c�c�a�-�es � � � money to inerease. syste.'�n-capac2ty tq: tempozarily store:.excess. we�-vve.ather tnduced �flv��me,rel� .��i�,s ; the ;inevitable exp�nse �:of structuraily renewing and sealurg :t#�e pipes. �I1�iost-�ea�ng �ip:es� � � �: � � gradually lose soil_supgQit, are::typically su�ject to root intrusion, will likely be st�b�ecz tQ recture ��`"�� blockages, and will evenivall structur.all fail. The. rafe at �htch;the surround.iiig soi�=is. ca�ne��way. � �=, � Y p � : ��/ � by the �ltratton wtIl often he�p to predret:the.remaining usefui life.of.the-hosi ptpe �:ost gipes-�at �.; ( shaw ev�dence o€ ovai�� or vik�er shape distoitions aze u� need .of iiear-term structurai rehabal�tau �.. � �Im4st al°l le:aking<pipeS;shou�d-be rnoru�:or..ed and scheduled`for future•rehabiliiation: z::;.::=:. �- _ - - - - : � - . . . . 'Fne sooner �1ie de�ign �tfe o� a gipe is "r�r�ewed". thFough t�e use of .gipe rehabilita�o�;<.the ��ower . cos� flf fehab�zta�an. � p.ipe: �ncier str-uctural`distress (as. ;often e�idenced.tiy ovai:ity, or other sha d>istortzons) regutres a mo�e �xpensiv�-.pipe�i_ner than a leaking.pipe which is me�e1X progre�s�i:g tt}a�s�ard strucinr� d�sness A cQ1Ia sed .� . . p p pe._genera�ly requires. a more;c�sruptiVe.an,d tnpre=expe�isk�e.teg� �..�_: :. �� P�anned structuraI: ren�wa� througt� pipe rehab�ltation wil� gradually. resol�e u;f�tratiofi.-i��uced-�.� �-� groblems as well as,cost effecti-vefy.e�c:tend.(renew) the usefu�>iife of�the system. � , . . Til�r�al..goa� sho.uld not �te �em: . r . : � po ary:ehmination of SSOs P� and untreated diseha�ges �, bu�� : er �. Pe�anea# �i�mir��tinn #�r,c3ttgh a planned �naintenance and renewal program whieh.en�ures �.vrig � �� .. s��fernTsustainabil�� t a bare irunimum,.� �ood rule of t��mb.is: that agencies:should�budget ��to . _ str�cfuialiv rEnaw or renlace 3 3% of their pines annualiX fQr the next 20 yea�s, ii� orde�'tci ineive � ' tpv�a�ds:a IQD:�,year sustain'able:life-cy.cle for their system. �traliner PVC Alla �Pi linei�an:b.e.:#�s,ed,to � Y : Fe. -;. .:c.o�t e�feetk�e�y eluiunate:many;;localized SSAs, :restore the �on -term strue.tural inte ri �� g g t� of: ` e: s3'�tem, :whrl`s�;suniil:taneously:lielping:to:control the environpiental � impact.of b�oth infiltra.ti n:aad � �e�.�ltrafion.. � . . . . . ` ..Aix:y.:anal3�sisof:cost-effectivenes..s.�.should.considerlong-termsustainabilityof.Lhe.system. , :-;.�� ,�,��:�r�m:el:: :Cost-;Competitive � > 3' i �. � As+wifi.�i�ny tr��iess:pipe rehabili�ta�ion system; iJltraliner PVC Alloy Pipeliner. �rovides siguif�cant r'� says�gs.,��:�wer ti��ii�ional :.dig; a�c� repiace mettiodoiogies. 'I't�e:deeper the pipes and t�ie more. ex� nsive � . ri- http://www.ultratiner.com/iJL%Home.nsf/3f2a 1 add07a0562e0625690d0051 acec/300fe948e... 6/� 0/2005 _,_..:;.r,..,...�...b _ - vruartiYci - - . - • -- - ... .. . _ ..... _ ;�.�:�, ..r��: .. _...:: . . . .. - .: � - Page:: `0�`26 .,: �. , - :;: .. _ _ � - . .. �, � -...� .::,...�:.i-:.,., :-:�.J. �•:F . . . . , � . . r'n" p ��-�t�l _ -T� «' .�5: - - _ . " . l/:'::�'. _ - _ .�N:+Jl YV.a . .4++ . ''�.. OL�`.L•' � � �. , .. ' :.� ._. � :.: .: .. . Ot..SU1`f3C6.- , ; S �FCL.0 � r :.� ,c -'•'-° .- ;..:,. ,_ � _ ' " . .. ... . ._.. - r. . . ,•...:, . , _ L._.. : F. .., .. . . .... ;...- .. :..... Li2�8:'>`,�lE:<iilO e;: '� • .... � 1T11;; , F,: ::.__ .:.•.?.::._.. _,.•. ::.: - .«.. - V@,'�3i1fi�1 ............ - - :�. Y. _�'� ii _�C�IIeG.�.. . 5,�. : t�le US�. .Y �o� U1tra�ineT F.��A11ay ,, � Pi�e,�mer when �ompared wifh' d�,gging az�d,-�eplae�g the earist�ng pipes .� Addirionall�r, indir�t �n �: ': ciai, ; �m anc� "pQl��cal": � savu��s. a'��gene��a�ec�°b� �eGFEased corr�n�ni disru �ion,.which sh�uic� �ie. �:: , : � � cfrn��c�ered m_�ny cost a.�alysi:s� - _ - _ �----� . . �e _ _�:� _ _ .; : � _. a='• - - - ' . ' L�� aI =� ` - - - � t� :; mer_z�o't onl' roYides. f�ater �` u �-: ��:: . �:F. $....y..,:. :q alit�'assurance;laut:`Ul�aline� is also-ex�ieme�y,cost�:+com�e�ve:. � Tn��nan.y communx�ies, r i es �f�axe "re uced substantiali u on uic�usion-�i i�ral�ier� �;. � AIloy� P.�pe�ner:s into tfie spec�cat�ons S�ich ract�ca�I: ex y P� � p armples.serve as a power�I testfm�n3�;.tt��he:, cos� cornget�t�weness a�:I�Ttralinefs P-VC A11ox: g�pel�ners ,. [As an end-u:ser; v�hich woxiiciy.ou �-a€.�e;�-pay � ' for hig��r qz�a�fy,m�teria:�s and inc;reas��-quality assurance ar increased canstruchon and iabvr �� ' c��`�� - -. : - � . � � . . � :-- _- - _�-__- -_ � _ . �:.. . j: . . '..� :-•� La� �nweat� - � _ . ... -ry GEos�s _ � . � �-.: ..� �� &� f_ r . . ,j. �� - �z� ;�;- ,. � i , � �� ,. �� : 3 � „� , ;�� - : . :. �. _ ��.,r ra; t . o G'',3�.c . �r-.�� . ��4ii.5, .. . . ' � : . .. _ `p�� ,.;.e � _ tt . ' ' `'k� _ � o � � .��q �� . . . - ..Y��{,. �'"1��5� . � .y Y� � f!l- . � . � �;':L.��," � �p o �. �"�� "�� •f�Mi i�'f^�+�.-- t ' . � '�. .� . ��. �� TI�:A� �� , a °,�i. ' ,,x+rb� �s �_ � . . r . . . PipeIiFier inveiitaFy af -the Manufactunng Paciiity ._-. 1 � . : - . •. . �: . � � While�:l3ltraliner does carry some �vento .ry for.,use in emergencX projects betw�e�n:praduchqzi _��, � �=�� rr�ast Qf our pipel�ners are: produced to:�order.. T'hi s a s s i s t s o u r li c e n s e d i n s t a l i e r s i u:� v o l d� t g w a s�� n d .: i c,ontrol'lin g costs b y all o v t� i n g t Y i e m # o o r � i e r> z�cise l t he: len � I�:� P. y,. g t hs t hey reqaire. �hi�e �ength� of_. � "� U�traliner P�C ,Alloy Pipeliner can be. mariufactured prec�sely.io order, the diarneter of -tt�e gip�line� .�.. needs only to:be manufa;cfured:�n accordance kvith the "norninal. s i z e.'' . U I tr a l i n e r P V C A l l v y P�pe�eF's abzLty to effechve�y "blow mold" against ttie�host gipe enables dg.ht eonforr�ance.to.the "actuaI s " of _ the �osfi�pi{e, �vhsle:ensuring�ompli�nce. with the: project ttuckness re uirements; the �eF is� � R ( �P�.. . � ext�uc�ed thzcke� to al�o�v for expans�on) LT1tTaliner's flexibility in manufacturiIIg reduees m�ter�aI;: . prqduction, and inventor3r costs=�,. . . . . . � . .. 1 � - : �. +��roader Size Rang��aud Y.ong�r L.e�gths � . - ` T�1.traIuier-�VC.Alioy •Pipeliner is: av-.ailable, from 3" to �4" � �" � UI�ralin�r,��C �I�o� Pip:elur�er:is available in�sizesfrou�.3:'�� 75 mm u to.2.4.": .b.��:=mm :.:D. �:�::to.. (. . ) P f.: . :_)�:, �hig�.e�`valu�nes�of OFders cor�ng f�om: otFr extensive network of �licensed instailers,.:U`1fi�al�ner: �� manu#'acttires a broadez� s�ze �ange of pipel�ners. By using wooden reels, U1traLner is ca �able.:of�. . P. . PxQvid�g 8" �200 mm� �31traIiner P-VC Al1oy�Pipeliner in Iengths exceeding IDUO' {�UO�m) a�d . ?.�" ��OO:mm):�UItraluier.PV��1�llo Pi elinerin len Y P gths exceeding 500' �(150 m). Fiarthermor�, Ulf�alr�eF.can .ef�ec�ively market` the larg.er dtameter pipeliners due to our ability. ta manufact�re.�nd �: ':iri�'talI mpch thicker..�pipe�mers:(with an instalIed thickness up to 0.5�"). ' � I . >:;`.::y. :. :-. ,�::. � � '. . ' • . � . � . - , � , ' . .. .•...._�., ,,.;. . .. ; . � . ``� ':�<:Simplieity,�.o�:.Shipping and .Handling . . � � � ~ . . � �,` . . . . . . . . � . . � � . , i - �''` . _ . - • _ , .. . . . . . ! . � ,. �.. . � . ... - . . . ' . . ' � . . . . . . ' . j ' . � . � � �. . . . � I i tittp://www.ultraliner.com/UI./Home.nsf/3f2a 1 add07a0562e0625690d0051 acec/300fe948 e... 6/10/2005 ,. .. .- - �-- -- - . ..-o_. . .. _ � �...�..,.ux,..� . . :._ ; .. . _ . ;...: . g f ,. . Pa e.�_ � 0 2b - __ . � ; - - - - _�:�:_;_.:�: - :�_ ' ��A'.w � _ _ . ' . � . ' .. � .''.. .1:. . �. �' '.. :,. ': . .'.: .: �� _ ' - . � �. :�N. ..�.L. =I, .'t' � `7 ::;�: . . . I. . • �- ' . �i�` _ ' .. � .. !C^t? ' '::_\'� , . . , � ''� . . - i.~..: . ' ' , . . . . �... . ...,: . _ : _. _ - - _ _ �. � - . - �e: . . . . � _': r' . ":.L.; �i� -- - ' : - , - . . ' ' . - ' ', 1't:._ _ � . � � . . .- . . 7: � � I . :., .. �...:. �.:,..., :. . . • c - .. . . ; , .. . ... . . :_ , - . : .. � . , . . ..... . ��' _ . . . . , . ... : � . .. , . . - � . . . , . ••' ' . . .. : .q...i: . . . _ IJitraiiner's:;vGooden reeis �rov2de �riar%`�•� � � ': �'-H �'V � . - . � - p> }! �tivantages . f 24. supei�. reel s�aQvn]. . : . � : . � .. . iJ�trai�ner�s wc�od.'en°reel� greatly si;nplify';tfie storage; �shipping, anci handlin �f extreiriel :=�ea, _.�� ; 1�`: � g:. Y �� , of p��ner 'Tfie �eels protect the �ipelirier from damage during :shipping and .sii��l�fX�. t�� rocss��.of. L ! � loa+d�� and tmloa�g tfie pipel�ner.; Ul�raiuier: PVC Alloy Pipel�ner is shippec�<ready� ta i�fi;an�t� �the. .- re�el, t�az�er.; satha� �he:con�;ractor- can u�ediatelp go to woi-k . � t ' . l: :. . f � �nsarpassed Qua11� Con��rol . :.:. . ; . - . ` , _ �i:i�tti.�-.�`r, ��'it�e. -e �r.. �s��a;�::a�w'sA:• �a,� _��'e�� ' fi ' ,�� + -' - . s.�i�;►31"" ��". l , . i , ,Y � � �j ' k te .. . .�: s; Y � .'�� Y � . , . . � L' , r� �F� �,s: �!` . I.. . ' ' , ' � �.. ` . . . . � �'. . . . , . - . . ' � 0'z . �i. � ... . .. . . . . . ' ,� - 1 . ' . . . ' . . . . �a `�� 4 �. ��'Y c'D :A 2 � ~ Y � .. . . . . . r ��4*� r,,a �#� � � �. ,��f:a- �- N � -� F �. ,� +�-�' 1 �,« r '� '"�� ,; e'� �s t�,'`4";,�'�n I �` � �a�rr ka � ff`�i'��,^�bs .�'v'�*C�P= ,w . . � �sq„� �, �� t � ). �q�.`. 3��e'k��qx��Lt . . ` �.' � . .i p� �'-7:�'$,aQv �;:�F'�g�7,�� .n ` � ' ' . J3 � $.,�,5 ' V "�+.' i rLT� 4 f ••� � .. . . . . . � ... . , ' . . � . ' . _ , . �' .. � ' ��+. , . . ' . ..: . � � . ' . . . . � . . . ' . ' , l.- .. . . . . . . . . . . . . _ . . . ; �' .. . . . . .. ` ' ; Ultraliner:��IanufaGturing �acility . � . . ` � . �: � iJ��ralxner's matenal=suppl�ier cer-tifies fihe.mater�al: strengths of�every. production:lot�-of �VC Allo. •1 Y� . c.,om�ound sh�pped fo the ma�uf-�cturi�g faeil�ty .. Addzqonally;:.in-hovse qualifiy coniro� testing is ( per�orme�. a� our state.-oi the; art 285,-0.00 squ;are �oot manufac�uring facility loca�ed. near Br�mi� � A��bama � � � _ ��.: _ - �. . '�'hrid �art� test.ing �esults are also:on file The cies3gr� values (inctjudmg �e vsrall tti�c�ss, ..:: _ ch�.rn�e�1 resistance,,and zriatena� strengths) o£•Ultraliner<;�VC,AIio Pi e}iner: are.°estab�shed-�i.r�a�it� ' at;the �anufacttznn �. f-�crli und�r controlled, � P g � ASTM prescribed con"ditions. The innate advantag� af . Fiezng able tp Gantro�`tfi� product�tiesign .v-alues at the rrianufacturing facility gives us a:level of.qc�aiity�: : �oxtfFoX:�vhic�i.isu�surpassed:in,the.indus:try. : �. � �..: . ' : ... :. . .! _' .',::-��is.��€:�o�iglian�ce Yns;p.eetion . � TIi� zna�enai 5trengths� of Uliraliner PVC AlIoy Pigeiiners are installation independent. Envi�onr�fltal. expQs�re (temper.atur.e;. ground�vater, .etc ) during tfie installation process has, a negligible in.fluen . upon . the desi� properties (matenal modulus, wall.thickness, chemical resistance, etc.) of Ultraliner P�C Alioy P�peTiners. As:a result, :tt�e_design, properties will be consistent throughout the full length o�.eYe Iin� segr�ent` Tegardless of the�field coz�ditions and regardless of the experience level .of the partrc�iar ry� cr�w pe�fqrming the.installation. Thus, th� actual properties of the insta11ed Ultraliner PVC Allo�t . � �.Pipe�:�:ner�can=be accurately.confirrned with inexpensive and simple quality-control testing of�eac�} ---� groduC�ro� lot ofmatenal, shi . ed to the ob site. You can rest.assured that the tested.stren s.�ill PP . J.: . ., .. � � } ��Q�isis,�en:�� ani� �c�urately refi�ect the acfual`strengths of the fUll length of every line segment:'u�fiai��ii; - `, wit� L�lf�aliner "v�hat:�ou-specify is�what �ou-get!" . . �� . � . . i . .. � . � . �. http.://www.ultraliner.corn/LTL/Home.nsf/3f2a1 add07a0562e0625690dQ051 acec/300fe948e... 6/� 0/2005 .,:�.�.. :�_::.::_.-.�r--. _ _ --.,-.�..,,� . . ..... _ - . , ,. _ . _ . .- �.. � ,.. �.: ...,: : � . P , .-;. _ : �;:; . , . ..... . .., .... :.. •: _;. ;::�,;: � . e _ �:9f�26 ,_ . � - . ag �. ... •:; - _ . :.. . .... ..,: _ . �. .. . . ...::: .:.... ,:: .� ; � :,.: _. ..:.... , _ _ :.°;�:: _ _ ��: �� .;. - - �-•- - � - - . a�.. - , ' . . �`f=' . . ,...,.,-. . .. _ . ,,. .. �. , .. . �r-l+ . . . .. ... . �..�n.�,,.._ . :......:�:� _ ,.�:...�..o � ....:.�. . .:•'. _� � .. . . :..:. . � .. . ..::.'::::. �' ' '� ' � , � � ��. .a-...... � ��.�: .. .. -�::-�' _ . . _. , _ . . , . �.. .. a ._..., a• :.:.. 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' . , f_ R �rY. � - ' .�-; .. . � ,y„ � _ : - . T ' � � ,,��"� �' _ + ` � � ' ' _ - ^� ti _ �J � : �: • . .. �,-�' i�� s'( t � . , _.�'L'+F ... _ �.t . .. . �'. . � i �� ^ . � � `�' ` �� 7 � S . . ' :. ,� . . . . .l }� ' . ' � ' . '' �'. . �\ � h� �-'i.. _.y�'RF�F -{. _ . , { . . , 1 .. " .. . ' . . . �. . ' . . ; .. . . _ . . . .., . . ._. . � ' '... � .. . �. ��r��e �:IIoy Pipelu�er znstalis quicicly:and easily, resulting in minim�l co�mt�:u� d� o�. '� . :'F�gzc�Il�dp�zILn an� �staIl�ri� Ultral�n �. : ..� • . �, . ;:g , er PUC A110 Ri eLtner onI` re . Y. : P �_ quires �ot� �r ��e �€�_ : �negligib� sewer service_�sFup;t�on to: homeo�vners_ Addit�onaIly; modesz equipmeIIt.�e� _, , in Iu�ted tra�€f o dis�pt�og anc� minima.� drsturbance to.pnvate:propeity..Furttiermare, a�t�rou�I� �� - _ ... tralFner �VC All_o� Pipel�ner_is gene�aliy manufactured to.:order, i�s unique..a�iii� to:ca��;: '�,��.';;. _. host pige dimens�ons wili pezznit. the use of pigeliner from uzveritory so that.ou� lc�ca� l�eei�er};��r can ragidiy responfl to yaur eniergency�needs. Ul:traliner is there.: - �: when: yo_u�. nee,d us, an�, fhea v�. .`re �: . qu.tckiy, vut �of youiF way:� : � . . :. � � . � 1. � � � . e:-�xceptiana� ]� agidab�li ' ,� ; .., ,�� P <, t� (enabling I�ung o� b ends> and d�a�aeter transitian�j �:: � . � `: ��: , �` '"�: '�: . .. . . . � �p�Y. ��' �j �,. '' � � . �. �' . e � i1� � J' ' 1 , � " y_ 3.r - r i � . � � 'S . . ' � . . � ��, 4�,� � � ,� � - rt i ' . " _ . : `ky.''� .. �. CiZ4 � s'� c�l� �', �r�... : �� . _ " � : ' : j ' � r��.� �;. � � i �a; „ :� .�. I r�� 's�°� ��` �� ,,.. i .. ��g�w�� . . . ..4 }"�-<, 3 r M.��'` ' , ' ' ' . � - `� irrr�++�� /, � C %�' :-f . 1 ' Y � � � . _ �rF{ L y}l�t Z�S� _ , . � . . �. � � " 9 . . �� .4 Gl./�ay,� rX�tl��•y�y . � _ ' '' , �� . , - �aQ, YL ; � �f U ,x • �+ ' � . .. � .: . �: 15" (375 mm) UliFa�u�er Pv� A11oy Pr�Zel�ner expanded to. f t an 18" .(450 m�n)..p�pe j . . . �. : . � . - . ��ith t�s ex�egtsona;� �x�anciab�lit�, LTltra}iner:PVC Alloy Pipeliner is able to accom Lsh �v.hat h� . . Iie�;e -�� ,f'ore been un�oss�bie.. The expanciability of LTltra1iner PVC All.oy Pipeliner��s.unres.train�. and zhez-e%�re, L�1t.raliner is �bie to eonfo�-m and �ightly fit to th:e. variable. dimensions: of the..host �ipe, `T.�is e�s�re� that I.Titr�ner. PVC:A11oy. Pipeliner consistent�y provides a tight f t,alo.ug �e �entire.Iength o��be-.�nst �lpe� T'he; ex�ept�onal: expandability of the PVC Alloy material uniquel� enables iJltr ' Ez� .: -: _`�'`��Ts�� 'ipel3iner:to accarrirnodate`diameter transitions, severe bends (up to 90 degzees } -. . � dia�n.e�er;resiriet�ng:pff set joints wi.thout the formation of "speed bumps" (foltis of exeess mate � or. .;.v:ertica:�:li,ucklin�,.As :a "solid" therm�oplastic, �even when lining.across pressure concen�ration points `:.suc#i::as.�.o�f set;j�ints.and�bends,. Ultraliner PVC Alloy Pipeliner will-provide a predicta��e final v�rali� � .�ue��ss. The �low of the st�lid:(a$ op�osed� to a.liquid) material is restrained at the point of pres�ure ,- �} concen.trat�on :resulti�g. in. a- thicker�liner. wl�ere the strength is needed the most. : i . . �. � � . , - .:4.'; � ' � ' ' , _ ... . . . . . � . . � , � . . ' �.. ' . . . ....... .. , ... -;.,;.;.�.......:-.. . . .. . . ....- . . . ' � .. � . ' ' � 1 � � � � . . . . � . ' . . , . . � � � . � � . � � http://www.ultraliner.com/LtL/Home.nsf/3�2�1 add07a0562e06Z5690d0051 acec/300fe948e... 6/�0/2005 o' d,, x T�:�, y , �� s?c� .� n- .�- : ti� ; �4' .-�+i - �'' - �-- (� ��.r.'d .t1�� }+ � �'� �LP y3 4+�i� ��+�' u� r� �� ,�'4� ��F �i.s' '1�C "Y-�-r*- �¢t ` � � �b Z t ".�tD � �'�iG��atm ! n 1`� 5�� rf�t �.�r��E''S,� .."�' tc r�„�,�,` `� i i'��h�''�'�� ,� �� r �„��T `l ' � e�Rr� �, Lm'p�>�� +, a _ �r +.�.. ��S'��:z,.>v� J rf � � �Y ` � �` �; c� { T r��4y�y�' s� .�`e� . j t�t . a�' {-j.a��,'y�,�}. �.,ji�,� ,i�+. y.��Yv �"4 � 'f �+�� F �L� .7�- . t'd `�Z � � ,f�, G�e�Sa �Y�`y 5 ; � ��'`'`, � � _ r;-a-#�,o,,,..r..�� e �..r.�r � �� f M^ ��.�'f��F� t� �cQwoaw�..��.[,�F"0'�t' ."�r'� '��F,�'a cs� �•;Qr i:* �„ ��.-Y. K�'3 ...c .:tz. §i� -,1�, .�si� .1$.:� c� �"4''�.:?' ��_-i* ; �ks.'.-".T�r_F•.: �...a•.. Y'�- - �=: 'Fage I�1; of�2�5 � a � �. : . . _. . .. .;' . . . � ..._.. . .... - - - - .. .. .... . .. : . ... ..... : . - _ _ .,�: , ... :�.�::3::�; '75: mui � - ``.. _ '�,:;,; <: `:` _.''.-.::: : . . .. _ ( ) to__��l t30.Q mm�..Ultraliner PYe .Allo.y PtpeIiner }s coried ia a:flat s�ape and fo v�thereas �S".;{3?5 mm) and>2arger LTltra�&inerPVe Al1oy:Pipeliner is coiled in.an.:! �arra<tiaermopl�s�ic pipe�i�ner:ta be properl� �nstalIed; the meiriory :of the ther�ic�I, °.d;srug��d and a nev� �neinory established �'he extrusion inernory can :be oyercfline :above'� c�rtain ternperaturerange andlor��y stretching`the thein2op�astic:.If the. ez3 ��c3�s 'f d d ;� = ... � : 4i :. �:: ::` _ . j fi _1 �� : shap�. - ( � _. �. . . , _ . �. ; �nust.be . � . .. : .:. �. iugh�iea�g�.: ;. .. , := ��?. � �g, ins�lahon, the p�peliner �u� :i�ave a tendency�to return aver tirrie to its rn�nr�faet�e� � . confar•r�ation Such mems�ry e�feers can �u. se a:pipeliner-to. s�k radially as �t�neturns'+fa i#s extr��ied.': =:� diam��er,, or � the pipeliner'� memprg �s: fQtded may even cause. the pigeliner-to: re,him ta if$ � l�t.: . C°�0�� <[N-�ite L�#�'aIiner i� manufae�ured to have a r a u n d m e m o �� • r y,: T h e s h a p m g o�� h e. i 2" 3 p Q ._. ) smalle� pipeluiers into a flattened ,sl�a p. e a n d o f t h e 1 5" ( 3 7 5 m m) an� �a�ger, d.�aw�eter ,. :: p��eli�ers �nta the "H�� hape. at �he �anufa�turing facility �s..performed:at a:lQwei;te�e�at�re: vu - h � •�' . pe�uts �he €J1tral�er PY.0 Alloy P�p��luier;to maintain a zound extrusion rriemo,ry;� Llli�a}�ier.`s :- .: .. .. .. ,g p . p�'oprnetary manuia:cturm rocess and instalIat�on.process �which incorporates-liot�-heat3ng��c� . s.tretc}}ing oF the �narena�) are o.ptlmrzed to-work in �on}unction witl� th�.PVC�.Allo�r's.u�gue- �at� charactenst�cs to-readiT�r i�srugt the eXtruded memory aiid establi`sh .a new memo --ry (in�:�e;s�iagekr '�-� �-h.pst pipe� when the p�p�Fineris insta:lled: A-s a resttlt, with ilt�aliner ''w�iere it'.s:put°-i� vPhere it stays " ,. � � Ability to Tnorou hl _�eat and Rel�: ,, � ' g. 3� ; . , ax the.P�peluier . ; ��: ,� � � ; ' �.�'�� ;` - � :�: � a ;{ , . , � v,�, . .. i� : ._.:. . : . . - ::: . , .. ....,...;.. .. ,. . . . :j . . : . . .. - . , �� . , , - . . . � � : � :� . . . : -.. , : , - , �r : ,� .�+z,-� . . 1 TYpi�a� ��C c.ompaunds -are natural insulators and cool easi� �.. IJitraliner' � y s uruque PVC A��ay mat� is :engu�eered=tp retain azic�:conduct. heat more readily. This helps to prevent selective co�aling at ser � �qiiri�cti�Qns �nd rnfilirat�on gaints.:and enables Ultraliner.PVC �Alloy Pipeliner to be the�moformed (e�fectua�I� "b`low-molded"j to °-the .shape of any host pipe, while simultaneously reiaxing the ins�- stre�se�,�The ab.�lity to:thoroughly heat and relax much thicker pipeliners also enables Liltral:iner t' "_:succe�ssfullX produce and ins2all lazger diameter pipeliners. Ultraliner's unparalleled reco�d of successFu� P�jC pigeluier installations is la�gely a result of the PVC Alloy's:exceptiorial ducrili �, op�osed:'to the bn:ttl`�ness-of�ypicai PVC:�ompounds whtch.have a tendeney to crack a�%d split d. ' th:e: installat�.an:process.)�and:fhe ease of�:proper.ly h�eatirig and Telaxing Ultraliner's-PVC'Allo� � pip:eliners �'heab�iity to thoroughty heat and relax much fihicker pipeiiners is.further.eu�idence of t� �� ... exc�pti;onaiIy�.wide. windo�v:of.installation forgiyeness of I7Itraliner`s PVC Alloy� pipeli�ners. : - _ ;.,_, '. ..' .. . r. ; . . °. . . � . . � . �. . � :: � �.ess Experience R�quired : . � � . ` j atio.n �� n n -. .. ; http://www.ultraliner.corn/UI.�Home.nsf/3f2a1 adc�07a0562e06�5690d0051 acec/300fe948e... 6/10/2005 . .:�,,-,-e,.�.�.ae.::-.�;.:��c�tia?�rvu;..a::t.ttX - . .. . _ , ... . . . - , -.::... . _..:-:.... _ _ � � P � :. �;: . : . .::...� �:� ..`a•r�� '�xct:::�- ? ,.::. .. . ,. '>. ' ,. :. ;.. ..�:::.:. :-:.:.::• . ....:: .. ..:.: .:: •�:. ,. _ . . : . : .:. . : . „ .. :. . g ..• �.: .. . .-. '� . ,...... ..,__.::. . . e -.Q .. . ' - - . . . . .. j ,. . . _ _ -.._ _.....:. _ - _ - - _ . ;: . . :.. . ... :: .. . . . - . - _ ��,�� _ _ � - � ' " - . . . �. - .. ... ,.: . ` .. �: :. �: ; ' ,; _ . ,_ . .. . ... ;,:: . .: �� _ � - a l� � . . ` . ::r:: - '!'r � �: . .. . � - - �' �4; � . . - � �`�- � � - -.. �,. < -- - � � ...,...; . - �_ - - � ; -. - - �� - _ :.:-'_;;, = - - . . - :i; _ _ - .. �` . - - - . _ - . - . . : � . . . _:...;- .. .... � �.:_.. . :. , .....:. ..:: - .. .....,::.�: - - � - - - - =� _ �'he�ec�sio�s of,tiie fieTd,ere� dQ ns�t a�ect the:�l�te '�"° = -' . , � : - = .= .�. � - a� r� �rnpernes, c�iermcatresistanee, or:tivaIl:tiiickness;of the; ia��d . - _ ' .=�iiia#rn�r PV,.0 �1lloy PipeI'iaer. . � : _ . ... _ . . . ... : . ,. •. : .. ,....=�. : . : .; . - . .. . ..:.� . .. . . , . .. ,..: _ ,3�.�1i �Tlf��ner �.�� A�a� �peliner, the:�'reld�insta�lat�on :process�has� rriuei� lesa ��uence�ugQn;.; . . ,s�z�cessful �nsta�tat�on, and��ieref�re, Io�er �iE�d experience require�ents ar� necess in or er.:ta. :: ,pronde c�uai�tyass�uran�e �ereas �(3p;ppQ�:to 2pp; �� .. 000 €eet of expenence isoften ner��red �o �p� w?t�i ��ffic�ltinstallafion with "freld cured:'.technologies;an i,Titraltner.crewonly�ie,'eds IQ�iiO: -(3) , ; �c�.z2Q;QOQ-.f�t�6 �n) o€�xperte�ce:to p�Qvide�stiperiorquali� assuranee.iuider eqru�'�lent�.�eid .��: �. ... � c�gdi�o�s �W�en :the ac�r�'f��ences �t �the �om lexitv and: the u�indaysr� of forg��enes� �offih� irfs�#I �:: �. u� � �?�oce"s�es`axe cc�n'si�ere�,-�h�..ia�r8r��eriencerrequirements for U�traline�'s ii�ensees�pmes;cl�a�3y ' . ��er�#a�d�l'e ��dstronal��,. _{��rali�er ha:s Field Serviee �ersonneI:with aver.ZE}E�;E}(�;�ee� �k_ .. l :e�geri�nce �v�o-a�e.�fte��aYarlable �o..�ssist �u�>ltcensees �vh�� re . � �Yo� : . ; Pipeliner �as a '�sunpler �e.ar•nin °_curve .''' an . �� • - �� d' I�It�al�i�eir`�� A�l�y�-. . g. , d the m: the fie�d training and coni�nu�us fiel�-su .; r� . wiuck�_:we�;provrde enable„ our licensees to:rapidiy pregare the�nseives to meet your mos�Crlemaa trenchless ,rehab�l�tatron;:needs.. . - : � . ' _. : .. ' ° � With the ever.uicreas�ng �oiume�of work whie� must� be done.{40% of 'the U�ted,Sfaie�' unde� ��c�, :�.:.. �^---�. pipfng.uifrasCiucture neet�s to be replaced:or repaired�wittun the ne�t 2Q years}, i�:�v�iT'become:: �,. _ . :i�.crea,sin � d�ffieuTt,tare� u o� a�sin Ie eontractor or s�t , ' `° � . - . g� Y�._ g PPI�er to meet.all of �our�ee�iSs.: A$-ioe ; g� ( .antilunng expenenced perso�el �Zec.oanes increasingly diffieult,.existing fir�c �ill onl yT� ab�e:,t \._ � x� a a d � c}�ic k��r as � he�3r.�an trau� ne� person�iel. Thariks to :the abili to ra '� ' ty pid�;y t�am;�rei�ts;_oi�r ziet�u�Fk o€`�oca� Ircense�-installers w,ill be nearby and ready when you need them the most, Wh _�..XQu:. � ca�sicier �fie amount of trenc�less pipe re�a�iil�ta�ion woik. �our ageney will be required fo.co __ e. � �it��he next ��veial years, it.is reassurur g to; know that U l, tr a l i ner's r �� g owing net3vorko�Ior,a� . . . . . licensed uisfallers will b_e ut your :area to. help provide qualiiy� in.staliations.:at a cos�-effeefive ,.rice. : 3 ; .:- . ;..:�:= :. • :. . ::: = -: ., . . �;:+�: Red�'ced��;is _ -. . _ _ . � : . k� �� :. �:�...; � �Fc� }ean�actoF no� prod�c�rrs perfect �.00.%. of:the �tune, aiihou�gh:perfection is �bat each�.of us; strivies for. I��aT�ne�'�s unpa.ra��ied record o� sueeessfiil.:p�peliner instal�atians is �evidence.of our: s�tccessful.e�forts . �o �su�e c�uaIlt� ms�a��at�4n�. and to reduce the risk faced: by our licensed insta�lers and,flieir cust�meis: Ki�.u�u�g �ata�xobiems �il� occasaonaIiy arise.with e.ven.the.b�st. roduc.ts and cQntractors; - � P the::q � stiQn . . b.er�f rt�es �'what`happens�.when,,;Y".! :.yVll� ztie product.manufacturer and the.coniractor be able t�work to�.ethe�, with the:custorner: to ensure a win-win-_win resalu:taon to the problem? �.. : -i . -'`��:'On��o:f.�ih:e::primary�.goal� o�:trenchless pipe Yeh.ab�itation (in addition to�struc �, � tural r�newa�, infi�.. an: . . . c�n�roi,:an�d c'osE saving�) �is tb. �void comrriuni disru�tion.� Qne must consider what the alternat�es. �. . wiii be �.a treneh�ess pipeiiner�instal�ation is unsuccessfiil. If. the design requirements �are not met. b.y the �� rnstaifed.:gipeliner�.and the.pipeliner.is at risk. o€ failure, how can the pipeliner be repaire� or reg�a ed? �� Can�;tlie�pigelin:er:=b:e:structural�y stabilized wi�:a trenchless repair? If necessary, can the i eliner�be. xei�o�ed.v�+;thoutdigging.and.re iacin � P P � � p g. Considering the cost disparity between a trenchIess insta�la�ion .. �_.-._.a '`,ahcl,:a-txen�hed ieplacem�nt, What;is.,the. finafl�iat:r� risk which.must be absorbed'by tlie contrac.toit iFt��e. ; irrst�a�atiQn ss: unsttrcessful?:: � � -, . � � � �� , ,� ::_. . : �: ; 1 , ` i httg://www.ultraliner.corn/UI,/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/300fe948e... 6/10/2005 � ...-.y7+,.v.�..y�w:v_aa�.u'cu v1..a7,114�Q11'11(�il. � ' _ . _ � . ..r•;:.:',-_".: " _ . . . . _ � .. ' :I. . ... .. . .. � .. .. �..:. . . • . . P . �. � , . age�� . ��tli#fie�opla�s�� pip�.�ufers;`suc�'as �a�u�er g�C:�iloy,�pe3�re�; such risks az�e;�greafiy. redi � :�e'��sYgn=�roperties �such a`s fle7cura��nodtt�us,- v�al� tFv.��cness, anii;cheri�cal:tesistanc.e)..o� �� > t�iennaplast�e ,�ip�liners are e`stablishea �rior ta �z�stal�at�on 'F�e uista}laEion g�o�ess c�nn�t#n#�-u: ; ,_ �h��esrgm.propeEtfes, t�e� are es�ab�'sf�ed;anc.�conf"�med aL th�manufacttu�ng�fac�ty:: �ien�:aPc � , Seet�on�`se�airs ca� �_used to cor�'ecrioc,a�zed: defects, such'as�a��i'isp}'aced s:er�i�:coi�reeti:o�r.� -�e�nsta�.ert�nr �Yes, eY�n theliesrcon�tractors:_make riustakes!:j �iveana:o�tiez.optifln,-:a�P'��p�� _ � ea�x,�ethea�ed andttre�ch�ess�3��en�aved oft�n:in one sohd.�iece, unl�ss..the fiQs��pe is��n,:emin�� .� _ � daap�r oF�ollapse �uc� a�iernat�y�s �€e mu�f� �ess eostly artd� d�srtiptiue:to�:tke: co�ctors ��, to _ ;ct��o�ners #bandiggin� up a�iige�ner and:removing it°"bucke� �y tiueket:" Ttie availabili€y. of , em�ergea:�3��al�ernat�:ve�'�b digging �urther �recluces:the:ri:sks..: r� , , � . ,� �zn��o�ei� �ons�ructian �afei3' _ : _ � .......:. .. :. _ _ .. . .... .: . :_ ,. . . _ :,.:. :. �,, _ _ . �::=. - _ ... _:,. .:..:.. . .. , ::...;� . . ,. . . _. . . . . .. . .: ...... :;.. .. . . ..... -� .._. ... ... _ . : - . _. ... . , ::- . . _ ` � ,K .+ �n t .. �'�' ._1 _. ..,` �.� ' . .. . . . _ . ' : '. . ,�`,�`' :�b: �. _ `�� h � � _ ��, •, � . . .�._ - ` ' �� . � . ,. : .i . �� .�.c : , � •� '�`r�r 4>L x�u � �r � . . ,s,..i� �y � . . . f+}, L� L�Na't� . . . . . . - S J��i y r, y } .. r 1� . . �. : ' . _ ��-+-.�..��.�. �+r4 . . :_ :- . � `#�., r �4L5_ . .. .. ' . , . . �_ AI1 #renchTess gipe�:rehabilitat�on grocesses are �nherently safer'��ar both,the consfn�c�on�-c�e�s ,�, _; commtinity than traciitaonal dig ;and replace :techniques T'he u�ierent: vaiue o� e��ah�g, or eYea� � �.linu�hng, the "haza�ds of ;the� trenci�" cannot lie oveFstate�: Sorne so ca3led "trEnchless" processes ,.� =,s absolutel y-�e quue an msei�ttt�a pit andlo r d i g g Y n g a t e v e ry l a t e r a l . c o n n e c ti o n; a n d- a r e � z e,� t e r-_ d e s c n � "less tr:ench ".'I�e IJltraluier rocess ca� be�accom plished a s a,: c o m p t e t e l y " t r e ri� h l e s s�t p r o c, e s s� �.. e�tin g-aceess po3 n i s, s u� fi a s m a� ha les, are.av a: i la b le. . ; _, - � Acid.�t�onait�, the Uitraline� process does not involve the use of any cau�tic or no�ous chemicals:. I ��ner F�7C tl�ay P�pei�ner.Yias,reeeiv�c�•approvai for �zse-in envuonmentally sensit�ve ar.eas-wh the �FA,has.�denied;approval-to other. technologies. iJltxa3iner.provides a.safer. and more.hosp�a�i: . eoastru�hon_�nnr-0nnient for, the.c.ommuniit�; .the environaient, and the cr�w�. . ,. � . _ - .: �. . � ��im+ensionai ��bili�:.. '`� . . :. ... ...y: : :.. .. : - . . .. .. aw��, .4� � t� 1' { �ry . " �Y �t-��,� 5�i,� `�y.-i��.'dr .. � . . . } ��l�Y � � � �Y��"VO Ir��l. j�ijZ� +l�k �,yJ'7. �l�h Y' - • } '' . . . � 4�� ♦ �� .��'� F`�lyM ��`• "�: -�'� ~ .. ' . ., - t ,��a�� . C �'�'�'}�'riY��'r�t„� .�°i:,� �r� .. . ' '�� 1 c �' ro :�..�Sik+f;t-:i> �"."'b 5'.. y . . ; � �� T�.;�.r � f...;y,'�c''.��.��9{ �-,�i".�^y K j � 'l� � � � . a - ; ��'.{'�t+�ii��+t4��'l�� r# t� ��;`�� ra�' i' . � y z,�s'� n�y . � -,�� _ ;rS?.' �^:s�`` a � . . . 5a�' � �-�'w3 � � iT... ��} •� � - ,� � � . �,' S , � . . • '�b�i'�+v'�' #E�r r + � � .. - , . _ . � . �4�e,;'.., r � • . � . _ �r�.y"��. t` s'� - . . . . . . � �.:. y 7��. k�� . �U � er .z —c . . �� . �. -�'� j'.,J - ' . . . . a ��S' � y .:'�' T / 1 �f� - � �N . . . :�s,,� � � -y1. �:•. �1.c•LE •i• _� " . . • �'� '��? y w"F4�q'.�r, ; =� , . .. . j� �y-�� 'X`+`�� - ��y• • . . � . ' - .��' '%�. •Zt�`� � � ' 1 . . . . . 'S t �Ss ?! � � � .r�5 ,� J <. • ' .�{ • � . . . �, .. ��l_ - �� ' � : . � .: ,. � - , - � -. - .. . • ' : � ,...:..�--::..,. . . _ . . . =��:�" =�� .:::Reinstated;service connecrion still:showing:nb movement.and a tight fit after one yeaz (as is typical!) . af'2b � r.P -. �� '. ��ii� . �� . I : 1 � �. .' I ! � �.. �• ` http://www:ultralifler.corn/UL/Fiome.nsf/3f2a 1 add07a0562e0625690d0051 acec/300fe948e,.. 6/10/2005 . ....... :.::�� :....._,,,,�:...;. - - - ,�;�:� - - - - .......:.."}" - ' ""_' �4'"... '.'.y�.. _ ,�,; ;C-.': ' ' - - ' . - ' _ ' :..�.v = ' " .. _ . .. .. . . . h . :fi - . . i� �ren -Y�s . . ,..,,. _. e=:� f: �tr- `ine' . . _.:. ,: � - . ..._. _..... _ . ... P ... . .. : o ' . , .. .. , .. .... : _ . x 4 ;.. . ::� ...::. :.:-,; age�"i� of 25- . 1. - - - <� - .. � . ; :�;;:_ r.. �JI�aIzner PVG A�ay P�pe�l�ne�-an� th'e �it�aiineru�sta3�a�ori groces�.��.ave-�been s,pecifcally eag r�- �." fo ensur�.�liznensional stab A, ro erl ins�alled �}itr 1 � '� � �.` , �� P y . al�rier PY� A�loy Pipe�ner �not e�hiIitt.. � - pqsjt-�sf,a3�abori�shrinkage �, neit�her �aclia�iy nor�ongi{udinal�y.. Our ms�al�at�ar��oiinan�� . fiistor�, customez sahsfac��n; �.n� industEy te��itat�on ��o�id� ampi� evidence :of €t�e. st�ccess af aur - ' efforts Ta ins.taii a d�ieas;rona]I� -sfab�e :p3gel�er, the'saurces o� shnnkage mi�st be-understood d.� �.. ' o�erco�,ne �ene�rer a�y tren;chi�ess �e�abihta�orrproduct has a�ei�forma�ce �ai��xre, it�c�ve�se�� °. = aftee.is the en�re fzenehtess ��iab�I�tat�an i�dustry UI#ral�ner; Inc is making efforts to: �d�cate the :entire _: tcene�rless zehabili�at�og 1�d�s�.re�ardurghaw; to avflid gost-installatron s�innkage: .: i:. ! 3 . . . ' . . ''. . �. � . ' . � .' : . , �: I . . � V�e� encour�e a� •m �he �dt�stry to �read a�d consrder: the FAQ � entry "What .ca�ses.�o��stal�a�oII � shnnka eg �� p1�eliner`�" and to}oin rn. further.d�alogue to completeiy elinunate;.th}s u�ne�essary� -� : pro�l`err� - . � � - _ _ _ � _ ,: i : : � �ce.ptior�alIy �igh� F��. , � .:'y . - , . _ .j� _ � .. _� . .. . ..- _ , . . .. .. .... .. ... ...:�` . . . . ::i:. - � . • .. . � . .. ~.�� .i � ,iE ' . ,� i '� t�!'�'4��,• � ' J ` _ � ' • i �c.; ly,,� �� : .. �,� ,ta '' �:- �,�,;A ,�}� � ° � - �� . . F�">`---• , : .. . . . �, l . �% ; 1� s: 1 ' . - �\ : . . .. : . � .. . L , - " _ �.� • . . _ .:, ., •' . . ... � .. - ... ... :: .:.... , . . Lined Corrugated.Pipe.,`. . � . .. . j � Wha� �T1traIiper Pi�C Allo� Pipel�ner.is ttghtly..expande,d agains� the host pipe,:the heat;combi.ned#�+iih � the radial stretctung ofthe: rnatenal �rill° reset the. rne� of the pipeliner to its.nev�ly �tierm��o�rn�est � �i� a�� c4n%rma�on Tn avoid the..tadlal, shnnkage cansed by. the. coe�f cient of .thermal expans��i� �, � [C'�;E�,�the pipe�er�shQulct be cooi�d us�g.an:aftercooler.andlor an_ice bath to:bring.the �erjap�ra. : e:as c1Q�� to' for �ven below) arnbient as:.p.ossibie while. the�pipeliner is held tightly-against tti€hast pi .�ith: � _ .inte�nal �,pressure : As a rEsu1E of an.�nsta�Iation pr.ocess develo:ped with an,understanding of. PVC ._ ` ma�,er�aF be��y;�ors, a�rvperi� in�tal],ed IJltraliner PVC Atloy Pipeliner will have no tendency �to: r�dially ..sl�izk an.d w�lZ_�aintain- a: hghi f t � � .. ).� . _. _ . . . .. : , � �': fiti��:f�p�ical annul�r.gap of`a.:properly`installed PVC pipeli�er is approximately the: thicic�ness of:a business card�.A prflperly instailed PVC pipeliner will fit at.least as tightly as all other tight-fitking . pipeJ.uiers;�n.the �arket. In fact, upon direct inspection of an excavated section of.UItraliner PVC Alloy Pipeiin:er, tfie�ehi:ef.in-spector of Nashville. Tennessee stated that the pipeli.ner was "the fightest-f ing . Y �igeIiner they�had ever:used.in Nashville." . � :�='�re�ater In�Itration.:Reduction �� As �a re�sult of i�s exception�ally tight ft, the approximately 100,0001inear feet {3Q k�r�). of U1tra�ine� PVC _ �,;-1, . Ai�1ay:�Pipelii�er instalied in.Nashville. Tennessee }�ad amongst the tughest infiltration �eduction � �-}�es�lfs �n the:er��re �ashv�lle program .as compared with all.ot�er products used as .determ3ned�by flow � � f �zoni�to�mg. - .. � . . .,�- :- : . . . ,� .: . ' ! � htt�:1/www,u�traliner.com/UI;/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/300fe948e... 6/10/2005 .. .,.. ,<.�..,��._ .,.�^.:,,_..,..-- . - -_ : - - - ' -- 4� . '�vi:'� _ ;f'" - - - . �¢• , _i.` - _4_.. `I.�e, �treng�hs of��traFinei : _ : - - :- . . �page � . . . "�1� -of 26 . .._ .. ....: . , _ _ _ . _ ,- �. . . .. ...... . ...: . . . ._.:.._ .,..x�; .;:°:., _ _ ;. ,. _ ';�;�- _ �_� . . . . . .._; ;::. ;..,,. ;,:,; �.... ..:._ _ : :,:_,�..:..:: _ ,. . ....;.�::..:'� _ - - - - ,.. �. Tn�: - - � :�_ ::,:.- �-.:.'.:;::::,,;:: ..,_ ,:.: :�--_:.-..:: `:;. . .:. ;.,,..�.:. � ; _.�.:.:�..:, - . -' ��it-�alrnez � 1�a�meto.Y,v.n o� O�c�id, A`�aba�na� the us� ofL�tsaltnez'��'VG:Alioy Fipetiner�togetti�eF ." itti � , _. , � u�a�?ale��el`iabzt��o�r,:art� se��ct��po�nt�rEpairs�:has;�%u�ated 5.�,�000 gall,.o:ns;{ii90Q,0�0:0I��`..�, � � � . � `��tra�onrau� ir�flow�&�� r d ou� �f to�al ea� volume� of a��xiinate� -� mi�Iton aiig� , ` �'� b � _ i� PP .. Y .. g.t �IS. � .. � � rn��a� �? ger �ay ��oni� IQ�o of�he system:re�ab�i�ed .As a resui�.�f Qzford's rout�ne �. . �' � . � and rnaintenaqc� �(3&��` ��og�ar.�, z�th�c� iuc�uc�es pi�e-reY�a�tat�on w�th.: LTltra�m� P�� Alk�� ;, Fige�ine�,�i��a �Du�ne cl�anzng and ma��t:e�anee.�ragrarn, Ogfnrd; Aiab.am� �ci�d. no� fia�e.a. �rn;�e � ��nitarp�sewer o�erflo�v �SSOj � Qr a c'��'scharge Yrolahon� �, iu::mor.e tlian a� year a�d:a� Iial� �}; �::^ '. � , , ,g �- . . . , ,�. � : . . . . � , . :., '. ir��Iut�in dnnn a ma �� 2fl eaF �a�all e�ent that res�ited�: in ;overflowing storm sew�rs. : j... � - -- - - .. . . . � �_ - _ _ `;t,��. - _ , : . . 'a�t.�'.e�crna�ner�� Con�ro�s _�oot.Intrasion. � � , �_ -..: - . ��`�abii{tat�ng �rpTge- no� �nl�r: �o�tr��s �n€'€�ltratron,: but it alsa. cuntrals: e�ltratian:�of s��tag�e �to�.. � .:. - �s�o�ndi��.�ozl , and ��zesuit�IIg �oa� i�trus,�on.. Bioci�ages;:cat�sed by-root fnt�ts�n cat�s�`�y ' �.�a��s�d �arr�tar��rer o�er�i:Qws �S��Os.].,Roats gr�zv to.ward the s.ource o� mois�e: aiic� natr�e�_ ; . :�ti� the -gi�.el�e-�s�a�ed:x �ie fendency �'or the: roots �0 to grvw toward and i�to the �zpeliae :`�. e�iiatedt Pa�ictilarl vvhen;in�"�itratron, e�cfil,frat� o n�: a n d f o r r a. o. t s_ a= e a r o b� e j• � ' P . m; :�t .�s- �se�:tu � s�mialtan�ous�y addr�ss ihe rehab� t a t � o a o f l e a l c i n; g I a t e r a l c. o n� e c d o n s� t o., p re v� n t r o o� z n� T s i o n �` t�e:-. -.. , '�texal�„� w�Z�eh w�-. Qther�se eause renewe:d.maintenance.� ro `��e.r-�� .� blems :as the roais grow fr.om �txe �a a�s_ -. i�t`a the maui- i s � P� . _ . -. F Pe pe rehabilitat�on wit�r i�lfraline�:�vC Altoy PipeLnerram�trac�r�l�`p-��#s-�ore _�. ;the p�ges wlule��oPFxqg the stnrctural_degradahon:caus.e.d:.by roat.intrusion:.:. � -� ImpravEd �o;w._ ;-... _. . . ... ; � . � . As a result of clea�ng ttie pipes,.si�cantly, reducing infiltration, and.controliing:rooti:intrus�on� :. ,�.• ai. aya�la:�ile flot� capac�ty is.gradually restored_:as:the entire coilect�on system is rehab�i�ta�teit::��i� :. ��. .� ,� 1,capacxty u�stre�m is regairted, .previously:surcharged downstream �iges vvill have. the �apac,�t�:#� a.ceept:.:� local �nfil�ration whzch ha:d previot�sly been-unable to eriter the .full host.gipe (often refen�d to=as; .1: .: .�:: �` "iJIItOIi'�12.� �c4L�;") �;a resuit, although:flow:�inpiovements ;may�:not be unmed:�ate�3� apparent af �he� � � � t�e�tmenx plant u�t� �t�1 iar ge� porEtans of a basin. have l ieen re ha b i l i t ate c�, t he improvements �� be me�surab�e wit.� the rehabilitate� line seginents: As the system is "t�ghtened" thro�gh;�urther ! reha��lxtat�o.nx: recla;imed;f�o�v capacity from.infiltr.ation reduction can`become quit.e dramati�. � In.add��on toregainrng eapacity through eluninatio.n of.extraneo;us flows, the:.smo.ath suiface of �.�� Ul�a�:u�rPVC �o� Pigeliner�.(.vvith: a.r,pa,terial.rrianning coe�cient� of 0.009�.iinprovEs :f�ozv ra�es'� . the��by ma.inta�n�ng, (and:ofi�n shgh.tly uriproring� flaw capaci�. clespite the s�gh��l�e�ase 3n � znt�rn�i cliameter Becau�e.of the; ��confor�anee .to the.shage vf the host p�pe, ;the effectiYe=_ �'ng o��he Xnstalled�pipeJiner is �,iTcely.Q 0:10 Some �claim t�at:a "slime Iayer" will gradizalIy-i3evelo�,� .' �. giges,��esult�ng in an:effect�ve nianning of O,Q•1.� for both the:host pipe and the pipeluie�. Flowrat s are � . liize�y to� iz�c�ease h�.a negligibl.e:ainoun;t; so signif cant flow capaciry increases [indepeirdent fro. the: - . reduct�o� �f �8�I] sh:ould not be expected from any dght or close fitking pipeliner. If si�nife:antly anc��ease�.,#lo� capae�ty-;is.a`g�eate� priarity .than :avoidance of digging and disrupting ihe surface;:� en ��_ °'ie�,� firenc�i";technolog�es-sucJt as pipebursiing [which have the�ability to "up-size" and:create.a 1 0°k ui�rease. in #Io�u.ca�acity] ;sho.uld tie.: considered. � � _ - - _. ; � ��_;-::;:[FQ; �ore:>i��fo�-rnation ou this topic, we suggest you join in the discussion re azdkn the FA en I -�: �H. . �: ;.._,� .. : : . . g g .. Q �:� Da•�E��ht-fiffin� n.i:n'eliners �rovide a signifcant increase in flow ca�acit�] � � � `.��:-:�-:�bi��.to:'b:�:Ilsed:.In:Extreme. Weathe : . : � � . � � _ . . . .. r Condrtions� . � . . . � . ' _ ..,� :, � .. � , .' .. . `, . . . . . 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L pr uc or ,. g:;extremely deterior.ated and sirue�ura� t3isfresse� �. _ : .. �.. ,. , , .. :. : Pi�?�• , _ : 1 :� ; B'�cause:F3ltraliner P�G Ai1oy �ipeIuier3s pu�ied iIIto pla�e, coii�act with tlie c�o� af � ci�i�s�i�ei� ��g� ayoidec��ruig �nser�on By a�oiduig�36A deg�ee eontacf wifb the siTucturag��sfr�ss� ��r�j w th� risk`of causuig $ callapse eiuring inserhog �:greatl3�.redueed.: ZJltraiiner PVE Ai�:ey �i,� .. r . �.. suppo�ts the fuil iength bf the host pipe:duzing pressunzation, thereby avoici.i.ng the;ns� o� coiiaps't�g. structurally compFo�used`_�ost p_ipe in.fronf of an:inversion head. � ;. �-:�°� �' Once liried; the.hinged jqirits: anti.ottier uriper�ections af<the stiucturally distresseii:hosti:pipe.w� generate :points. of stress concentrat�on wittun the pipeliner. Points oF.stress=concentrat�on: can€�c (� a�oided:when lirung sueb a severely detenorated :pipe The greater the �oad attrae�ed �oithe �ip:e hrgher �e �tress levels yvhich w�l deveIop,at'sueh�iinperfeet�ons. T�he�.goal; therefore, sh�ild b;� desi�n .th� pigehner_�so:�to l�mft the�amouint of Ioad.attracfed to �the.ipiperfeetions,:ii�;ori�� teduc�the degieeof�stress;to w1uc� the::pipeliner will be subjected. "Design.s�rartersu#hep� doesn't.have� to �ork. harder! �� . : . - _ . . ; , -;. , ; A fundamanta� :�a�u vyhieh should::never: iae. fargot#en in the:design of a burie.d structure �s: ":Loa:� attracted to fhestiifest point�" To easiiy`compzehend ttiis law, imagine four peog�e carrying a: . ._ : �u�fure : 3'he Qne �vho i�ts: �the hardes� inevitably carries. ttte;most.l.o.ad: The. one wfio l�fts trie le �az�x�s little or euen ri:.o Ioad: at all.. Unless ihe:�ndividual carrying. the most load: is exceptional�y � tfra� th� flti�ers, _h� will 1�:kely .fatigue the:faastest. Buried structures perform similarly. ._=Qv`e.r•.tiirie:;.;pipes:;r�a��::an:::equzlibrium with the snrrounding soil, whereby, as the soil stiffness g : zncz�easas due toXconsol�d�tian, the soi� tunnei begins to carry the rriajority of the soil load. A cn .:`.-�: pipe::i:s e��ecti��!ely:votd o€.:inheren� �stiffness and is carrying little if any load. Crushed gipe is, th� � aperfeet:examp'ie of:�he surrot�nding soil tunnel carrying�the soil load, thereby preventutg colla� : ':;::;e�cisti�IIg;�,temporarily stable "hole in the. ground" needs to be permanentty stabilized against eros order to �revenf furt�ier- degradation of the surrounding soil tunnel. After pipelining, the. soil tun ::.�re,=>;�onsokd:ate.over:a.2 to;3:year period.and will continue to cazry the majority of the sqil.load. -. . . � . � � An�extrernely deteriorated host.:pipe can be structurally renewed by stabilizing the e�stin� =`- �`:tuii�iel'::�vith::fhe..u:se of _iJItraliner PVC A.11oy Pipeliner. Using too stiff of a pip.eliner:can:disru :.e�.s.�ing�:pipe-�oil,equilihri�rn and will attract unr�ecessary loads to the paints of stress con�cen:tra ( th�e_pipeiiner..:(at e�ery. crack and im�:etfection. in-the hasi.pipe}, thereby zncreasing the risk of fai ►� ,_ e .: �,�.�ie: -. , a:: :::.; . �er.. . . �e of ore, 'The in will the �n in. http:/fwwv�+.ultraliner.conillTLJHome.nsf/3f2a1 add07a0562e0625690d0051 acec/300fe948e... .6/10/2005 � . . _.. .........;.� .,....,.<„...=�„ _ _ - :::�1 - , . . ,..,.... ,. . .:.::.. ,.�,,.,.,., ... ..�:v - . �"t; — tif`. �:4.. . �.�i-` -]?.:�. . . . .. ' . ' ' - - - � Pa e � $ of �6 e�Stten' 'hs:.of'i��traliri:er:: . g :�'�? � -. . . � . .. ..:... .:::..: .. . . . . _... .. : ..::. . _ _ ;. -. A�C�o�g,h,;,thep7pe�ner need� ta be �esxg��d�'ith��i�i��a� v�a�7 �brckazes.s. to ensur� ring ;sta.b�Itty:r a_; .. � io g uer st��'nes�s �i p�}ir�ei w� gener�ate iocs�ei bEnduig momen� a:nd cafl��actual�.� have gr;e'�er l�ng �erm ( _ t =: siru�tt�z�a�-�stab�ty [7t�st�s the-�umitiure �iouer _wl�adciesn't �ift.as haid:vuilI not�tire:out�as:�ast, an ,�ill�:.. . � : ��r�,b��b�e:to ��K�o�ger� _ . . ,, . . , _ ., .:.; , . ::: �.<�. - - � � ...,. :�: - - ,.,.. . . . ..._. : .,. .1.,• �•: _ . . . . . . . . `.:.:.. :--. . ,�:.:. .: ....... ..:,.:,;_:.�..:.•. .. . . ..:._:.�-:.. `-'�..";.�r .._. — - . . . , . . ; .... . ._ : . . � : ,. . . : -. . _ . . . ... 'tar.: . . .x � ` . t.: � .' ...: . . : . . :...'-�....., ...., ��._:. . .-...��:.:::� ':1��` I . .: _ . .. .... .�..�. � .:: � . , : : , -: ,.' .'.;, ;. ., ;n-.,.'.1:�.,, : .s.._— .. .' :> �' �.:: : �; -�:[:'. : i. .,.7�.r.......,. ,.. ., . :._C?.;,c.:..-�:',::�.i�y..�.:�:,�'1.�.•'_,'�:., '-._ �::��..��..�'� _ . . . , ... . . . , . ;:., i7ltraline�, PY� �Ila Pi, e�ner r_o�des fu1l. structur.a� integrity_ indegendnnt. of ttie�:.load bearing� .� , , �� Y P , P. � : capaert�fl�the.�e�u�g -host .pipe. =LT�traliner,offers �.bot�i a higher.:complaince `�i.e: lower sti€fne� �;��C . ;�o� �ipeline� �cn�npl�i�g wi�h.AS'FI�1 �� 187��] and a.:h�g�er-`stiffness PVC Alloy pipelmer [��p��i�g, . �-it� �ST'�Yi F 15{�4] enablutg �e prb�ect: engineer �o seleet the-�ost suitable �oduct :for a pa��zr��r �--' �. � `� a�pi�caho� ;'Fh� d�uchLt�, 4.0 hness, and f1e�b�L�y ofiRtraliiier PVC' Ailoy �ipeliner gr.ov�d�., :� .- .. � . sf.��ntgt� ��rc�r su�rpasses �nere stiffIIess. .. . - . , � „ .. . � . ; . �- Abie �o�be°L�sed V�"iere.-,�ccessi��ig��,s;�unifec� _ . . .: . � ` � . - - �. ,.. ,.::. .. . _ :. _... . .: ,. ' " �,. � ... � . . ' , � . .... .: : .. ......:: _ , � . . . , . . �.. . . . ;. . � . � :.: . '. :.... �_ :� : . �." . . . . .. � , ., � ; . , . � . : ;. . .. . -; : . . . . . . .. .. . - . �: �;' ` ; ..' : } •... . . ... . �. . _ - - - _ - � � , ' . � . . ' ' . • . . . . . . . � ��- ' ' '. ... . .. �:: .. ,:: �: i:. . _�� . • .. . .. � _ � . . . . : ':%�. ' ' ' . , .. ` . . ... . . . . . �.� . . . . . . ' , ' . . . . _ .. . _.�:'� _' . .r.. :.- .: . . .. - , . .. , .. Piges and �nanholes are.:�ot al�rays conv�niently loeated Sometimes it.is a.tiso�utel_y,impossibl�;to�,:get .. �vehicl�es anyvyhere.-near the manhc�les or pipe emds. With. LT�tral�nei P�G Alloy Fi�eluiei, xf :a stea�n<lin� �-� � can be rnn �f�om ihe boiler trtiek to t�ie access p;oint, our skilTed 3nstallers can generaIly �'iud a 1 ay tq. . .. �C lin,e �he�Pipe Wheg necessary,�.Ultr,aiiner PVC Alloy Pipeliner has been caiiied #o the. bottom�af '. �. �. � ��i�ser�ou�s, into backyards3 and�into:narrow;alleys so that�ofherwise "inaccessible'.' prpes cauld'�b� . rep,aired Tnstailers:have ;gu�led the: pip�hner into a manhole in the base�ent of a buildi�g and.�ha even � �floated their:�rinehtfln a.raft wiiile.lining:storm:$ewers• along Florida waterways. Ultraliner. can :a�ten : . _repa�.;�ipes°wluchy:ou_[and�,ourcompetitors],tho.ught.were.impossibleto°repair: : i ::_:... - � . � , °.,:;�_>. ;�:;�;.,;:'.:; �.. _ . . � +�::zA;ble �g be iT�ed to �Rene.w $�uldin _�ucts ; �:. . g` . . . . � �y�: � . . . . . . . � . _ .�. � . . _ _ �'..} ''. . . . . . . ' . . . . _ - _ . .... . . . . . . , .�. . . i;��.'__ �' .•:•. ••• ..�•� ._:'..: �.. ��. ... �.. . . �.:. ... .: . ��ho�gh Lj�tral�ne� P�?C: f?,llQ� Pipeli�er has; a distincti�e odar during instaliatian, it dves not:;pr uce � �� :�oxlot�s ox ��ustie :�i�es,_Addit�4nally, aithough.Ultraliner PVC Alkoy•Pipeiiner is ma�Eii'aetui�d rQtuiii; . itcan, be "blovu molded;' :to;essentiaiiy conf.orm.to square conduits. T�ie comparat�ve�y ,odarle�s , �installatio.ti;anc� the�ability-:zo c�nform:to squate conduits makes. Ultraliner PVC.Al�oy.�ipeliner_€t�e� .. " gre�eta�e �roduct:f�r iining: the leaking:ducts common within many build:ings. B�ild��g renav:at' .n ,�co�tractQrs.aie t�urning to.�lttaliner:P�C Al1oy.Pipeliner.fo� the ability to renew.failing duetQvor� : h � , witl3flut.�eanz�g agart €lo:ors; ceilings, and walls. . . .. :: _ :. -:: :-: �.... . . : . .. , ` ` `: =:�;`De.cr��s;ed;:D:amage to. Private Prop.erty � � :. . . . . . 7 ��.�.�' -�`�.':''. . . : . I �� .1'• -�f9:_:. . . . . . . ' � . . . . ( � , �� !�N... �` ' . � . . ' ' . . ' . ... . . � � ,i'1.. ':\ ' .. . � . _ " . ht�p://Www.ultraliner.com7UL/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/300fe948e.... 5/ 10/2005 . . .. ..>,._:,.:�,.._.,...y...�,� � - - - - - _ -- - - - . . . - ...: , . _.. -., .��-- - . . ..�+, ��r� �c:.. .:... . :;-� ;-..t � . '�he':S�-er�- s: o��U�#raiiner: � . . . Pa e:19Eof 26 . _ .� g�. _ -.. _ . . g � :.,::. . � . .. . I . - - _ i ....:..., ., _ ...,. . . : .,. . .. . . : .;.:..,..:....... , � ;=:�:y;. � ,,�- - - - :.... ,. ___.....:: - ,. .�.: . :..::.. _ . ;>�< .... ,�._._..:...� . . . . _ _: -=c?;;�_-r '4`=-a� - ' .. : : . . , ,,. . _ _ ..: ;`.- .. . .. .� :..a.:: . ,..; : _ . _ - _ , ; :�:: �:.'�- ''�..'r�.,:i` � - � . � .._..> •:�.�� . _ ,.. I t� `��'� . � t. �-�.,eV =I s; " - - - ' `.�.`; �� z _ . ; �_... .� ::� '�•F� �' � � � ar"4 "u - - . . , . . , � ! . ., � ` " �' :',� , .. ' � . - - �::i::,; _ �' _ . . .. . . . . . . i . ' � � ' . � � . -" ��'kC '' - ` - � � � .. '�: � : . _ . .,._ . .::..�.�.. _ . _ . . . .. � - - - ' � � � � . . 'i s �� . . . .. . .� . � . - _ � p � %r�.¢i: • } Z: - . . .,.,. . - .. ..: �,'. ... � , � , .' :,- _ : . ,:"' . _ , . .� ,. �� - ' � Installa�on in.:progress m a Yancouver, BC suburb ` ` ,A.�tl�o�rgY� �':_�ght o��ray`� naay_%ga113' permit.�n agency:to dig and replace .an�ex�,sting p�pe,-prQi •on: . o%c�s�orner:[_an`d��ol�t�cal] rei:at�ogsliigs often �rrakes av_oid�g:�amage to_private g�ope� a hig� - prz�r��y �n�r�ppy � custom�rs;�and ��rblic ser�ants can matce it very �ifficiz�t �for you to=do your;�o�. .. Hor�:et.owg�rs can �ecotne quite upset �f �he�r mature laadscaping or:irees_.have to �e r�m4ved in oi�der. toxep�r or Fep�ace_a �ipe P�pe;reha�iil.rta�on using IJ1tr.aliner:PVC Alloy Pipel�neris a:re�at�veI3��oi� :�.. disz�pt��e a:ail cast:effect�ve m��altematrve ::. : -. ' � � . .. � { �. . � . Qften, �homeow�ers, returt�.fiom v�vrk ��ially thinking the crews. they sa�v in the`umozai�g le�t_;y�r�..�ou't' � �=repasnng fhe,pipes,-Ulf.raliner crews'rout�nely receive co:mgliments.:and apprecfatiuII �.�rom� . ;.. neighborhood res��ents for the relat�ve iack of disruption: 'I'�ie most agp�opriate repiy fi�m the:c�e}w is,.. "Yvu �hould�:�hank.yo�tr agency for selecting trenchless pipe rehabilitation :instead of-digging Bp t�e �:` �. . ne�ghborh�od �� -, - . . , _ � �: � .. � ;. . � . ,� B,ecause ofthe garticularly nonaisruptive�natiire of the: Uitraiiner p_r:ocess; evea a5 comgar�d. f�: :, .- i`� . � . • . -. . ,�ther p�pe rehabilitatioa alternahv�s, the :Ashville, North Ca=o�na; IVietropo�tta� Se�r �;stnct �: . �el�ted LTitraliner=PVC Alloy Pipeiixier:to.repair.the pipe along:the drivavyay to t�e frant.eniranc Qf'.ttie . Biltmo�e E'state The estate:gersonnel�and, the agency were_bott� very gl'eased at �iow quicklX �he-p�a,�s:ct : was eo�aap�ete;d and�that Lhe plpes wer:e repaired.without marring:the�worldfamo,us, h�eautpnf t e. Biltmto�egroperty . � . �' .. . : � �;�:�ec�eased Commuiuty.��isruptron . - . - -� � .. _ M1 �.A i } _ . . . � � l� � � � � �.�, cT t , _ . � - _ - �;�'r _ �,�� ' �",� �.. _ E { . -,� . . .. � � �t ?z �' ` �, I .� � �tr ', 3 � . �� . '':$ `� SR�-i', i �„��+ .. . - � ' . ' "4...u�� .�''i,�' ' . . � . ' �, . - . . w . . � � - . . . �. � . � '�� ,=�et�iuni�y tii'sirup.tion ha:s inany uiuneasured:but significant costs, both financial and political. Road � clQsuies; :�b,..whie�i are ger�erally unavoidable while a pipe is �dug up and replaced, adveisely affec >-��'carr�nuters_and'e�art.have a seriaus.fnaneial impact upon local businesses. Whenever pos..sible, su�h - c�is�zpt�ons shv�d be avoided or rniniinized to protect the �ommunity. With U1traIineT PVC All�y Pipelu�er, uisfalla�ions::are comple.ted-c}uickly and with minimal community disruption �. It} :� Sc„�rb�iD�ougki �'�'�oronibj, Ontario, �Jltraliner PVGAIloy Pipetiner was used to.reha�i�i�ate pipes. . I �, , uader;irieath KYngston:Road::�Canadian Highw.a.y. ��, a four-lane #horou,ghfaze -- n4t�a lane of..whic could � .. . . . , y.�� be�b'�d��ed duFir�g ri��sh h�urs. ijsi�g LJlti�aline,rP�C A.�loy �ipeliner, the c.ontractor was ai��e to i �. �s.u'�ce°s:sfuily.c:oniplete::the�proyect.u�rhi.le only.�only disrupting�one lane of traffic b:etween thehouz� of� http://www,ultraliner.com/UUHome.nsf/3f2a1 add07a0562e0625690d0051 acec/300fe948e... 6/1;0/2005 ` :.:Txie;��eiigf�s:::o�:�Jltra:Ixuer'-' �� . .. .. _ . .. . .. . .. Page :2 � �o� 26 � �.. . _ � :_. . . ; -. ,; ., . �.:.._.. , _; :. . : . : . . _ . . .. _: . . .•._ . . - � .=1�Q�4ti_�,`�n- _ 4:€?(�=� `.:��ach<�daX = . - . .- .. :..... . : .....:..:......� . :� �a��' , -_. . . . . . _ :�. .. . .. . ,1.:::;. _ .. ,.. . ....:. . :..: . .. _ _ ..: ... : -.:� ;:_: _.... _. ._. .. :: _ . .. ;. _ �. , _ - - _ - K;;:: - - . . �� Genexaliy Avoi�is� D�struct�a�-fl£,�u�ace S�r�ue�ures � �. - , �.� - - - �.��.�. � � i ' � � _:;� � : . _ � ` - - - -� _:., - . . . . . .... .. . _ ,. ....,.�.�:.. . .. . .. . . _ _ _ . . . �� , _ . �� . _ -_ - - - - -- -- - _ . ::� . . `.:k,:,�_:,: - �; __ . . s`• ... �1 � .. -. � � .. .._.,... , , . .: : . . ., _ - . _ . . . ... _:.: ;: , ,. _�.:;.;;�. , _, . ,. : ..:._.: . :: _ . . . ,.:.....::-..-..:: _ . _. __ ��,.,.,,.�...:.:::, - - , .,. :. . ,:..:�`=-:: _ . .:_�.� ....._, ..� .;�.. ...,F_,,:.;' . - � ��- �he�her fenc�� nust be remo�ed o:r pa�emen�:must: be�cu�, :di�gging,up gipes vKitli .s:Eruct�res=�;�r �_-. thez�i�� Iogist�eal and;�o�hGal �ughtma=e .Homeowners.rare�y:acc.ept the legal ��rtglit qfwa3�" w r out . ; a cha�en�ge The de�artm.ents -res.ponsib�e=for repair,and mainteuance of rflads �on't appreciaxe �e =.� �: d�s�aiptto�.af izaffiG�r the.cutt�ng of �avement.� Cut�pavement has a�re.duced.�ifesg� 4� :�'o�� ,�, :� . their�bud�ets, many iransportat�o� degartrnents: now assess: a:pro-rated fee to u�lit��s;�vb�n:th��C c.�t: :�. -: ga�euj,ent Such giact�c'�s �e;further helping agEncies .to.as�ess the actuat cflst-savings o�#ien�h� - h . rehab�tat�nn, as:co�npared to�-ogen=cuf al:tematives Iristaliatioa:of�L}�traliner PVG A1�oy:Pipe��:�is a.:: �. tralp �ren:chless process wluch raa belp �avotd. the costlg disrripiion of surface sireichires. �:.: �.' : . . ,. .. �_ D:eereased:<Maintenance:::�osts. . � . � "A'Preferable.:and.Af�ordabie ATecessity" �. � �= . .. �'. �� : � Regairmg a:pipe: qnce=it;has ,collagsed rs:inore:costly ttian renewing the�.Iife _of .the .existiag pipe t�oug� C �the utse of:tr�nc�essxehab�iitat�on 4nce pipes liave exceede� their use£:ul design:l�f�, pipe - p � y��' `p ��.... ret��i�tation a�s .'a: re%ra�le and�affor.dable necessit _.. as=com ared to the mainten,ance cv� �. �associated zv�threguIar ser�ce calls for de r�, point.regairs,`overflow.cleanups.; repairin� �� potholes•from so�l:subsidence; etc . � :' . - , � . . 1 Li�g wifh.i}�tralirier PVC A�loy Pipeliner provides:your maintenance;personnel ys+ith :a new, �a;Frixles.s PY� pipe ��ch �viil resul� in :a reduetion in service ca1Ls. as well as longeF perjiods bet�een: rec��t !.�_:. ': � '�Zua�fenance.;�id: ��G.is a�ater�al` 3�ou� persorinel know and trust. With .iJltraluzer PVC Alloy _' . P�p�e�irief, �aur �ersonne� cant con�nue to .use. jetting machines for occasional. pressure: jetting of the �... p�pel� �f�iaut damaging t�e durab]e PVC AiIoy pipeliner. Adiiitionally, they can;attaclineyv., . serv:�ce latera�s �ifht�aditionaal nnethods su.ch �as saddles andlor compression, fittings: .! �. - � _�. �� . � i ':�=Envir_o�urient�all Friendl,y _ ' . _ - . y.�� . . �.. _ : . { . . .. . ... : . . . :. ., .... . .:. � �, . ; j, �� •;. . � ..;. � . � . �. ,.:: : _ . :..; .. � .... .....:..:::.'� . , .. ; : ..t; . . , , �.. , . . : . . : .. . ... , + . .. , http://www.ultraiiner.com/LJL/Home.nsf/3f2a l add07a0562e0625690d0051 acec/300fe448e... 6/1�0/2005 , .. X ... n:i ' � �. " "" _'" _ " _ _ . . . .. ..: ::::.w,'n - I. [.. . _ ,..v:�-. - _ _ _ _ _ . -� .Y�v�..;.�.�<e._.:.:j. "4.-....rt.y__:��.;.,�:a�> :_F� .4�: i)�:k'.'::Yi:�\ .,ti.�.: _ .- ' ,_.. ��'� _: .�:..: ... . : .....,. ':*-'.. ' .. ... . : . � . .. . . , . . . . . .. . � . . . . . .:: �:. . . . . .. . . ., _.-�'�iG:� • il ��15 �i�tL�lIk . . t. ,. :-:. :... _.-..,_.�...�,_:S _..:...., ........;; �Pa`'e ��.;of'26 . , .. : .. _. _ , .,�. : . �. . . , .. . _ . . ... . .. .. . .,...,.� . . . .: . .;... _. . : -. ;. ,......._ - . . .. . , �: ,_ e f .... ...., ,, . . . • . . . . g- � . . - � :�s:=:~: � : •;..: � : __.:. . . . . ....:.�: - ..: �.:;s : ,.;: _- .,... . - - - - ,. ... ...,:,..::..:...z_.::� - _ . '.: . .. ... ..._::: - .._ . . ,.., ,.._,-. . . ,:;.� . _ .. : � - ' _ •�;; . "', � - . . . . - :� � - . .. ,;1� ��C1�� StIC ,. - - . . . ' - - � �. g�u i� as�e1�al�ornia l�epar�rnenf�o�•T�s�orta�ion-�Cai'F`rari�a. an�t �eqrg,ta Dep , z�f i�; Trans orfa�on GDO haye . � �� , ;. P� , . � '1'�< specifically selected �lfral�ner Pi�C Alloy�ipeluier to te�xab�Iifiate s s�rm.�.. I' . � �. �. - se�e�s �ithin tfiei� eco�og��i�y se��it�ve areas Tfre avirxdanee vf erosz�n an� ninaff from open-c�t �. ; Eou�cf'zuctiazt practices made �renc�less rehab�lit��on �e er�v�iozrmentall�r� fnendly .chai:c� F�irthe {� oie;: :.. i �I�tr,aT�e��C �Iloy Pkpeltne'rdoes: not�ef�ase dangerous cher�c�:s �n�a the eny�Qiime�i; �v�c��e :�: :�n�u;b.n�nen:ta�,Pri�tect��n �-�enc� {EP�,,�T ea�'I'rans, a�� uther--agenetes ��ve �ansidered ..- � �:.. . �; =.��.: , ... :en�iranrn�en�,al�y unac�eptab}e eY�� when �e}.ea�ed i� ttace a�iouz��.s,� :�_� 1 _ �._ - , �: . - _ � ' �. � . � .�:... .. ,. _... .: .- � :.,_,:::. �.�-�:-: - - �:`>:' - �t: - - - --- <Y�. - - .: : ;P�a,st��.piges a�� ve�-� effe�€iYe at�rotectuig :the �recioiis��ater of �lre =�artd,: � �$�ca�ise Q€ �i�i� �; :: � :durab,3�ty �n�ea�e�af proger�uista�iat�on: a rel'atively smai� per�entage ofpl�.stie p�pes:s�o�:any �: ;e�d�n�e of ie�kage °PlaShc pi pes kee p, our_ pofahie water fro�i leakin g o�t.of o�i� c� s t r tb u f� B n: s�� t'_�. � , and,fr.om beco�` �on�aminate� Rlastte: � es: kee :�ewa e:fr � m l e a k i i i � ou t � f:�our se�er:s .� t e ffi -;�n d _ � �P P g. ,... g 3` � r o� n o v e� f lo.vc�i�g as a resu tt a fexcessive' i n f i ltration;.thus�rqtectuig aur.-surfac�:water:-and. � �. .. . gro�c�vYater_ �e�eause �l.ashc g�pes are resisiant to degradat�on, they-vvill continue to.grotec�.our �ater . ;�or y�ears to :c9me -:. -. . � �: ; �. - , , . � :J _ UFE��er ��C A,l�o� Pipeluier �s bei�ig �sed:to help:resol�e one.of the greatest en�tironrrieniat�m�,�ble�is. ' � ; , ; .. = o� auf.�ge �tie po�ut�on-of the �;world: "s water �s.part of a eomplete s�zver.. s_ystem reha�i�taEioa :.. .. :�rograrr�, Ultraliner PVC: A�Ioy.�ipe�iner can:assist in tlie eliminat�on�. of s�'ttar�: ssv�er;�ver�Ioe��3� ,�: 'helpuig to sea�i leaking pipes while simuItaneously structuraliy rene�!ing them. .T�ie xesult of �ige �. . rehabilitat�an w}'iueh uses;plastic pipes is water.;urtu�h �s:.safer.-for drinking;and safer-far recxeation �� ' - . . - � Strengths of�the<�o�►ipany� :..: : ..:.: . : . . � � . . , �. _ � . - _ � _ �:: 11 . _ � i ��. �r�r. ��.,. � { . . . . - . . _ � .. . _ . . , . - •�o ' '��.>�' '�5..�+ -� . "�.. . . i.• '. � . . . � . .c 1. � x�._ � � . . .. .. .. � 4 ' � 3'-��' { � `, �'��s/5 � f ' � � �� f � _ ti� �� . _ � • o .;i, � f � �i .� ^� . ' ' . . . _ i . �a 'A+r j ., ' ' ' .. _ rA' . . � . . . .� j ' q . . #• � - ' . ' � . � ' U1�aliner .Cor�orate-0ffices. . � � , � . : . {. . ��-�.ocal Sei-�ce4and S;upport ` . � - .` ` � � - � - �' �it {",��`-�'�n �,�. i ;. y � � . � � '-• ' .L.- � . . � � , � . . . : .. e � `' _ .. . , . ' . .. ' ' ' �'. . . . . . � . .: . . :. . . . � � � .;. .. .. . . . .. . . .. K . �� i . . . • r ` �� - - f` _ • ,� : I . � � I. . . ,. .. x ! � . � -� � � _ : .� � . .. � , .. a , �, ',-;;;:�::�:::,.'.� _ . .. . .. lic� ... a#esiletwork�� . � i. ��U�'�aliner� erisee andS y' . . :: � � : �. - . � � . : � . . http://wv�w.ultraliner.com/UL/Home.nsf/3f2a1 add07a0562e0625690d0051 acec%300fe948e... 6/li0/2005 _.. ...i. ...,...-.�---.. - _._.... ..>_.. . -- -- - .... _.n..:.z.�.. �r,x.._�..:r..,.:.t.,,,.w...,�:�-.,.:::..:;�,�:r:,,:_.... -:�.. - ..,�:;: ,. ._:... .:� ,-, ..- > .: . ... ._. .. : _- � . - - . - � � . . . . � . - — ,. 'i'�.��:Strengths of;�Jltra��n - . ... . j .. . ' . . _ � � . - � . • Page 2 � of 26 - � ,:.�.; _ _ _.. _ : . _ - � .. :. ,.::;;.::.•:. - :. . , . , - . : . _ _ .: ,; ,.:,, . ;.,, . � Recopnizrngy�that na �n�iv�civaI cons�e�xon cvmpan� w�i e�rer keep pace wrth th$ �apidly, i�G� �g .�- , de�nanc� for�tt�nch�e�ssehabrl�tatro�z, ULtcatuXer,.Inc Friade t�'� decision 2o deye�s� a.net'��k o��,t e�' `� � an� F� uta$1� dbnstrt�c�on fr�s' �r�t i�l�raltner, ro�uct des o xties aie.�o�tral�ed' :at_t�� .�- �; P + �� ; , ; •. P � P-.r Pe = . ' ' � m�u��c r� . . . = : , t4t �`�fac��',� assurr�g pr�i�zck �ua�ity eve� �u3�put direcf rnanagerra� ca�tro� �f ��e �: •��i��a�roi� cse-v�� _ _ ' _ . . ... . ' . ,�.: .: :.:.: , . ..._, . .... ..., :;. _ - _ _ � ,.>. .. .,. .. •.. : ... ... _ . :�_. - _ - - _ . . . . � _ . . � - - � - - <;;: _ . � I��a��aer F��1"`�c��. Pr�el�e� �-ou.�sne�3�rmeets. the needs Q€�large cihes, as w�ll� as� sma� �o�s=ai�d ..-- , de,� ;�az�ents a�`#az�s� wr#afaan: �h,ether�our pto �ect�neec�s-;a Ee lar ge Qr smai� F�t� a� i neF w� �" �. `�here��or gou. �31��zaliri�r's-�.bi�t3� �o cos� �ffectiuel� sei-vice;.�gFo,3e.�ts�:o�a1i3� seope aF si�eal'so=�e..: ;; is .:� � _ Qur,�c�nseif �ns�taiiers �o secure an eq�i�alen� amaunt:of woFk in a ir��zc� sma�eF�err.��oi�c �ha�� °.- ��. = :�ge�e�a�1� goss�bi� �u�th ot�ez �xe�c�tless rEhabilitaiion solut�o:ns Beca�se. they can conee�ir�te oa �: � : pr��ecxs, our I�ce�sed in;sta�lers aFe able to: dev�:lop strQnge� I'oc�l. relai��ns�ugs: anc� to �rovicie h�g�r� �:. . : : Ie�vel� af service to �ieir �ustomers -vvhifie mainta.ining Exceptiorial� cost-corn�eti�i�eness a� � � � . _ . _ -, . ::.- :.::�., :.. . _ . - : ... - - .. ...:.: :... . ;.:.,_ . : _. .: .- ; .. , _ . , • _. . . . ? . � ThrQughuur network of local, l�censed ir�staIlers,.iTltral�uer,:Inc. is�able�ti�.of�er.:ourproducts ug�� ,�-:. con;tracfarsT�au I11�e�� a%read� la3a�v�and #ntst -- contractors wha a�e auaii�able :wh�n �ou r�eed th -' at a �e��,��ercost� urh;aha�e `a xariet� of:_prod:ucis, and�servi�ce�.:wcit:h vc�ch-t�v meet:yaur�eed's.: , d.-� , �h�j�ov�rei mob�at�a� eosts af our to�al i�eensees provide yczt� uri�h addiiivnai; cost sau:}ags� The:. `' . _.cau�bi�ec� ezpertise of �Jltraiui`er, .Tne and .our:netw�rk:_4f uisiaile�,s:i� ava�ab�e;tq:each;�oc�l.;:.�;ee�e� �� , instalter gra�lding you uyith �ustofnized; suppQrt for all' of yot� trenchless sei�abilitat�o� nes�s. . .. � , � . , -�orking together:�vith �[:T1fFa3iner; Inc and our loc� installers, we can assist you tn fin�ng ;the 1... solutio�s tn:your needs As a custoFrier, °you reeeive all of tbe,advantages of an�x�e�.'s�oe ne� o€ . •. _tren�hless rehab�tahon professionals; together with the advantages of lo.caf��e�ce::$nc� s�u�po��..:� �:.:.::�.�. �• ' �� . � . . � . . i _ - ). ; : .: '.;... ... .;:; . . � . . . _ i _ � ; , .: ;� E�cepti�nal F�eld, Se�ice ,Suppoirt _ , . , . : _ _ :. .�... .. . , � ,..,:,.^ - - - ; ;.. - i ;. _ - -<; : � . . . .: � :; �: . . , . ; , „. -- ....,._ ., ...:-.. ,..;= _ ; _ .. -, , :. . .:; . � . .... ,. , . ;. . _- - _.,:; - - . - - - �. . . .. ,. . ; . ,_ ..;. .... _. : , . .. _ : .. :. ,;: - . ;: .. , :. .•;-: S, . _: . ,. . . . ... .:. . . ... . . . i �, ' �� .' .. -.� ' - - . . . . ., . . � . . . ., . , ��.. i . �. . . �� ' �� _ ' �.I'. ` - ' _ ; � . . . - _ � - _ -'N:.��'� _ _ - . 1 � ' I� . . . 1 � � ' _ _ ''1," �y� _ ., ' . . - �.1`. . .. _ � . . ' i � . .� � .. � � . . . . . . .. • .. .. .'.�.'..':...'. :': . ...:.: . �. ..:. ..:•. .r�' .:. � . . .. _ . . . . . . ' . ..'...'.:...':... ..:` .'::..:...:. ..• .'. ' ' .. ,.;°_::',�:_ :.. ...:- �� . .... . .....:......:. ` . Fiel ervice p en es . :.... .:... .. . . .. ..... . . _ iJItraliAer's ' d S Re res tativ _ - . , . '; =:°.:T�i��c�e�s:�oi�ur�licensed�inst?llers�receive extensive train.ing and support from•UitraIiner' o�n. .. Fietd Servree Representaftves,. who are available for consultation and technical assistanee. Whe I��tFa�ner s�gns on a new..licensee,:lcey personnel from the newly licensed cons;truction;iu�m.corn ��o o_ur _,cor�or.ate�heaiiquarters:in:_Oxford, Alabama for in-depth training regazd.ing tfle. installatiQn of Ultr _'. er � �,.;; �P�C;A�3oy�Pipe�iner. As a.vital=part o€ this extensive training, new licensees-work clos�ly. witt� . �.� �'�`' I��tr-aliner`s�.Fi;eld�;S;erYice:,Ciew.using Ultraliner's�own tiaining.eguipment to insta�I.�i�e�ners. :: � . . . . . � . : . : z�� • _ . � �. : � :,�f3'p;�ii::r�iurning,..#he trained..:geisannel are able to. draw t�p.on their experience using our: training. . http;/�vvww.ultraliner.com/UL/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/300fe948e... 6/10/2005 -.;,.._..>;.:: :..�,,._,;_.... -- - - - -- - - - , . . ., �..,_ : .-. _: :-,,:.,..: r.:--. , . : . -,.:,�. _��,<;-:•: _ _ - - - - - .__ :....- . .. . ... . ...:. ,-•. - - .:�.<.;��,..> ,.. .. . . ... � �.... . ,,,.. :; : ..... . .: .. .. :: .. . . . . ... . . . ��: : ,: . .. ... ,>_: , .. . : .:. - - : .:...... . .: .. ... :� . : .,.:. ° �.� . 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'".`� faIlCB �TLs:�i��`:�IC - ' - - _ ense�s eq�ugrn�e�i has��e�r;preg�red�o��qs�';�i.ir=�ield�.S:er�ice.3�e r�se�t�tii�es avel ; . _ - : toz�xe terntory��;#�ie ne�v i�cense�d instaT�Er and as�2st�ihe �e� ere�vcr: w�t�i-.in�ta7�.�1h�3�er.Pi��=�ic�y _ F �er.�sYn the �s�aller s own . - . . . . . �: ��. g 1 � e�}u�pmenfi{'�h,ts pio�ides'ou�e-Field Ser��ce Representa�rves' ..: j.`_._:.�_� `':� . ; o�g«ztu�.r� ta mak� pnwate suggestions ta -the �management:regarding potent�al. iznpr�v�ments ta �.he iegm�rne.�t, .in�ci�tron tc� �ddressing oxher_�su� v�rhtch;eou�d en��ce t�e r�e� cre�v'� ��iFfldtiC�l3►i _::- � _ .-Q�ac�:�ie �fratiner.�ie�I� �eflr€ce 1Vlanager rart� th�- ne� Lrcensee are bat�i sat�ii�c� �v�t� �he pro�i�e,�e.p :: ;,o� t�e new equigmertt a�d crew, the required traimng :i.s comple.ted and ihe new:�I:�ee�e is ;appza �:ed�;:�or� : {� _ ; . : :-�� en��nt ins�aIlations � : �. ' _.: . . . .. ; . - . . , .:. �P: ; _ - _ - r,'- _ _ - . ; . ;. :,.:::; _ _ _ _ :,, : . . . - t�f#�r �ain�i.g ��,t�e�e�, �ur Fi�Id Service� Represez�tat�ves continue ta be: avai�ab3� �for �Q�str ' u: - '.�c�-�tec�uca� �ssi:stance _ to both �th e l i c e n s e: e s � i d- t h e i r c� s i a i n e r s Q u r F� e l i i. S e r v i c e �� p r e s e� f a s�. _ ma�ntain�� r a w n. p F o� c F e n c y a u d g a i n f u rt.�� r e x g e n e n c e b e. t w e e�:. t, r a i n i n g s e s s i Q n s b� � s i a t� n p i g e� �n tax�r�s� and �ci�e� in close prox�uty to fiiie i�ltral�ner c.o r porate. Yiead quarters.: ��j' � � ' } ` _ . :. +� �a��- ��:�Q��p - - � : � - _ _. � � 1 _ � ` A ��, ;y�� . I � . . . ' . . ..��.. �_. � �._ '; : = . - . � ;; . :. PIPE R.E}il�BJLtTA'ft4�t C4�lE�, ; r �r � , � . . . . . ,. ... .._.,.... ,� -• - � . . �. .. .. .o.. � � .. . . •. .,�.,.... . . . . !• . . ... . . ' ' • � . _ . . . , _ .. . . .. y . _ . . . . ' ' . �lHY[�C.I�KilfYEO! ' t� , . . ' . . � ' ..Ts�F:w� �i'1,;6/if�s4i! ' - � . F � t �. ' ' �'��_ta��ii�b�.- . ' . . . �� . .. � , . -..._,. , .� -- � - : . . : . ... � �.` _ . � �� . , . ._ , L x � � ' 0 � , : ' . . � . ' : � . . . . � c . � , �.j�. . '... •. � . . - � � _ • � - . � ,�..- i . . - . : � . � � I ' .�_ - , • . � { - . I . . - _ • , i .. �33i�a1uier,�I�:e �,establtsfied:itse�as oRe.of�I�iorth Americ..a's��leadi�g�corpora�or�:;iri:t�.e:frenc ` s$. . °. �ig� r�hab��t�oa industr}�- �n the near fu�hue, ;iT�traliner's i�ndustry. leaders�up w�- begxn. tc� eXp� .� .. gl�`ba��y I}Iiralulerr inc is,v�idely,recagruzeci<as a performance.:leaderin.the trench3ess�b�abi�ita��`on � �ric%z , a�d we �c�SvelX pro�no,te th� scientifxc: anc�:ethical�.develo�ment of the� ui�us��:tti�o�gh.a � ir��ul,�er�en� i�v�� ,aiid me�be�sht� �n �nany.professional associations'whieh address t�G indushy'. �.. �- neec�s Adcl'it�onal��',I.7I'tra�ner, Inc: :aazid::its.eirtployees exgeud.eonsiderable ef€ortio in�brn��engin Fs, a�ici-�ne�;et� �n:g��eral, ��garding �e �eeci.for�a sustainable under�round infrastn�cture and:the � :. � ir�ar�orfan� of��rnur��ing: saiiitary sewer oveiflows jSSO�. .'�.. � . . . . —r .—�-. . . . . - .. . � � ; '.::�;fi��c,a�ne��ea: erico3irages i't$. e�gloyees: to garticipate in:�act�vities which benefit t�ie trenchless :technDTo�y indust.ry. VV� iielong.to ma�� professional associations and activel artici�ate in th '� • , yF - � ., vanauscomrni�tees;�and.groj_ec.ts.. Employees bf Ultraliner, Inc. routinely spend their.tune and eff rt on `� pro3ec:ts. which benef t..the� trenciiless industry: as a whole. Among the� initiatives of LTltraliner ernp _oyees. .. .::.:aie;.fi�e=:Trei�chle'ss Technology�Eirrai� Foru�n which has since been donated to th� Pi e Rehabilita 'on � C�ourxc� j�Rc�, #he�Treac�iless Tec�uioiogy Categories within the Netscape 'O�en �irectory �'rojec �?D�' _, anc� the �'�enchlessIndtzs ,:com website. Each ar� exce�ient resources for.obtainir�g a��we�th�o€ �. , �..:...._y. . . . . . , ; �qr�at�on re�ard�g ti��.��renchless. technolagy ind�tstry.�.Uitraliner� recognizes the impor.tancs lof tbe . �; �re�eh�ess ni��ehab2�fation��ndpstrX.and;is..commii#ed' _tp::acting in the.:b:est.•int,erest o€ the , � �n��5t�y anr� th� en�ironmen�, � . . � . : . � �. � _ . . . . . ' j http://www:ultraliner.com/UL/Home.nsf/3f2a1.add07a0562e0625690d0051acec/300fe948e.._ 6/10/2005 ' .. .;:: -n:�: :�c� .:: v:.::.i.i:-'ftie:: i;L..:...��..�F.�.:.if-� �'� _ - _ _ . . -. .�. ., . : . . ..' .; ... . . . „ _ ..� .. - . .. .. . �• . . .. :... . . ... . . .._.. . . . . . . . . . . . . _ .. � , r . �: . . ..,' . � 'The.: iren s� o�:LT1traY�iier � � -. _ . ....,.,�:...:._...�?. . . 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T�t€�a�'�er,,��c �-th� �rir�i�s,� expert regarrl�r��,trene�ess pipe tehab�tation with P�� ip�L�ers. �: �I�ra��er"� ex�nsive net�ark fl� i�censed instal�ers has more �,�ews rout�nely =installi�g �1ltral�ner - P'�� Alla�=�.�pe;li.ner ffiau ali ot�er �i�� fold:and f�rm fechnoiagies��comb�ne�; �Jit`r�ner's f�der; . : Luke �hi�e, has be�er� rnvol�e� �vsth th� PYC: pipe irid�st��or almost 4fi} ye�.z°s {fn �a�, L�e �s ° u�s�ime�t�3n �e�e�e�opr�ent of tF�e transiEzon gasket in the �a.rly �960's wh�e wo�kti�g for�Ci��.v ;�a�pur�t�Qn.�' � the 198��s, Mi Wluttle recognized tliat v�r3tli propsr enh�nce�nent of P� mater�. propercies, `a P�-C ��}�eUuer eo�zi� be e#'feetual�y '�blow-mo�ed" inside of`a�ot�� pz�e. t-�'#e� �� : yea°�s o�qiartce�°�eseaFel�, �'Tltral7n�r; I�er :v�as incorpc>ra�ed �u_ 1991 anci entere�:�v a-r�ut�� aii. : doll� �&l��gFQ�}ect wit.� Y�s�a �hem�cal �and Dupont for the:c�e.velopment vf a suxtaUl� P4�C mate' 'aL � �� 'Yi�:.fi�e rn_�Zer�al=expertis� of ntt�ierous-chernicai �ngineers.wi.thin:�up.o�t �nci V�sta:;Che�ica:�, ' .: ,:�. u�ex.�fl0-eornhxne,d;��a�s o�:extrusion exgertise of Ultraliner's inani�facturin te.am, at�d the.�f�a� �e1ci : _ ,� •��e�se �ft$oat�a�r�ons#�uct�on,�theunique "PVC`A11ay'':ma�eriat �as�et�e�t�pe� as�a�7� < gen;eEatmn e�ha�i�emeii�. of{ P�7G �cnrnpounds for use in speciaity :agpl�cations €i1tral�ner,. �xc �� r exp'eitise,.eX}�enenced uetwork of:ricensed tnstailers,�:and exf�nsi�e�P�C-indus€r=�:se��s�igs:`:; � tm�ie_ to enhance:.:t�tFaiiner'sgosi�an as tbe mrlisputabie�:�eader ��fqld aad�form, _�� iipe�ners � . .. . .. . . - > �-��::��a�ely O!�ned;�;' �.Faniily'' Business. � � .. . . . _ . . _ .. - .:_ .. . �.: . _. ., . : . .. . .. . . . _ :. . . . . _. . . . . . .., .. a ��g �. . . � ..... - ' ' ' . .. ' � . � .. i ' . - '� -. � : _ : j � .. � � . .. .. :.,.,. , : . :..., _. , .. . : =.: : : . �,.. � � . , . � � , - .. � . . _ s , . :..:-.; . ; ....� _ .. . . <:.:; : . . ,.. . - :`. _ . 1 .,:;- _ .... - - - -..,;:.::: _ . ,. .,:: _ . : ..: .: - - ....:. �-: ` - .. ... :., ....,.;�._.: : ,. .. .. �:,.. ,...:.:::..>.:` : ....,.. ...:: . . .... ,�.. .. . ::': ::�. . .._.. ... .... ......,.. ':: _ . . ,.: ;_ ...:.. ` ,._,;;.... >_,.. .. .. .. ... . :.:-`:: . ,.: : .... . �" � . .......,.- , .: ..... . �, :.. �:. � , . . . ...... .. �=`Grant and Luke Wtu;ttle. : " �ta, - . . . � . . . . " � � � . . . . _.. , . . -. ...._ .. . . .:. .. . ... . . .. . : _ . . .. _ . . . . . . . . . . ��tra.�z�er, �iic is �;�n�+atel�<a,niii �closelx tael� corparation. Luke. Whittle is the: C�fJ °a�:c� presic3e.n an�:. :�. � .�. . I�e-�as; �co�n�ro3lr�g �oting:inteiest�of}the company: His son, .Graut Whrttie, is th�: vio.e-��'�s�cien�: .. � =�p��ec��ate �nany of;t.he advantages� of`beu�g a�privately held company. For instance, when a deci. '.n..has �o_; :e-:�nade�i:et�een�t�hat is. best fo�:the'b_ottom line of the c.ompany (this quarter); and ivvhat is the � 11`o�e�t; in+�ral: at�d �t�iical..thing: to do, IJltraliiier �ersonnel can feel free to make the � : �.: ;;��.:,=Y��.az�e;��tlr�iaUe�hic:al;�ecision -withoutfear of the response from stockholders. �� '�:We:be�ieye`that�for.i�ltraliner to have long-term success,. the relationships w�th our.licensed inst leFs . ��::`>:a�}d:�v�?:it�i`the.:end=.users of o.ur products: mu'st always be win-wui-win. We recognize tYi.�t a short-t :rm , �:.;. ;gaizi a�;.t1i�� e�peuse of the eustorners: will �reaken the long-term position of a company. �VVe ente� ihe . .. tren��rless refiab�litation indu�stry. as a lang-term investment, and..since we are.not accountable to:t�e � ;.: �.:q��er��y:exp:ec:ta�i'ons :of�institutionai �nvestors.or to an erratic.stockmarket, we are free�to mana e.our. �._ � r.e��tipr��ugs ac�o�ding to-�iie �ong-ter�n best �inte�est of our campany and of ti�e .famili�s of,our � -�.�:.en�p�oy:ees, o�,aur;��cer�s�d. insta�iers.� and. of �}xe communities ��rhere ��. liv.e. � . � � . . . � � _ -. ..- - ` . . . � - - . . -.. .. . � . ; �. . . .. . . . , i http:://www.ultraliner.com/tJL/Home.nsf/3f2aladd07a0562e0625690d0051acec/300fe9�8e... 6/10/2005 � - - - . . . . -..�. ,.; . ..,_:- :.,:. . . ... . : :. .. �<�.:: _ - _ � � ;.:,...,...._.v..;.:..:,.� :�,;. ;:,r-. . .. . ..,- . ... . .� .. � : . , .. . .., � �=i'� . . . -. �� . . ;.r 3'h �-- : .en: < s , . e: 5.�, .. . . af:Illt�almer:�. . : . . � . . - .. _... ......, � :.... ........ .. P - . ... . . . . . .: . .. . .. . . � � , . .age:�� of26� .. . � . . . ... �. � . . , ;,:. :�.:..:.: . , . . �:.:,� �'. .::= :.,` , ,.:�., � : I . . . .:. ;'To,�i��e�# of our afiilityt vue.�ry=�:a�asso,e:ia�e�:;oursel�res.;wifh: c�ipofations and tndauzd3tals w�io sf�.... _e;o�r- ,l :.� �oiate�i��o`so�fiv }: � . . _ : _ . ; .. ' S S. ` j � . . . . . . . 1 ! i z � �r.�gares� �ior t�e��e3� �ei��i� _ . �. . - I�traZine�,s�n�t r� a;��s-��'enturyc�o�pa�� t�c�,a,',�o�oi�ate�3f�etrire� �hirf� �e,�nu�.s rap�d��r�. - . aud eas��Emaaagernen� �ommut��t�cari betvueen LTIt��s Ir�e:, �iraiiner Safes,:'atr�>T�%��s �: : uce�i'sed��n:�ta�ler��s,au en�e�- b �,cDm .u�er ,i "e�tranei" : �he; ro r�e . ��'a� t s : steBi ; � c�i .:� . . � � � P t P P �' :. .. � Y . i` . �:� ,eg�ble� se-Iectrye an� secuz;e local aridlor zntemet access to reYe�an� customer inforniati4�,: and�.��. . 'er�able�a�cornatic �mail�nA�'ica�on to �ele�anf gerson.ne�.�any�u�ere::i� Ulrraiiiier'�;te.ani � . ,, _ - - - � . _.. �or ca.�nected tea�a �embersr L��traline,rs:extranet enables:near instantaneous ac�ess t� the:;most p�a- -i�atfi.�-�e,��n�c.a1 uifo.t�nat�qn, �ubmittat dat romotional.�literature, anci notificaxiaII o€ iai�ns�ty:act��es:.. . x �� a; p i} =a�� ir,�e�� Ottr-�o��tter system� ha�e t�een designed for scalaJ�ility and integrat�on of;or� comp�any wo�kflo�pro�esses��vyith ha�d{vare lzpgrades oursoftware �c�uld �ie-capa��e o�i�nr�zug�a:�o�i�.�pf3 co��x� ,'�.e ease t�� trackrn� pra,Jecfs aiid�aetiv.it�es: enable�. a; mi-ni:mat numbei, of. ge�soiit�el �a, j:: i�anaige �as� amouat� o��u�terachoIIs:� a�organized�inanner.:. �� . �� . �..j : : : � : . ' . _ �. �,dc�i�onall�, �I�ralulerF�; uce�si#e (www ul,fraliner com � a�ides a sim 1e means:of hel� � des� � � Pr' . R p g � � �engineers anclend users Iocate,.any.trenchless:-rehabilitation:iflformatioa.they:�re�seeki�g. _ , - _ 1 � . . ; : ��Commitr�ient>to::�_ce�l�nc:e.:::..,:: .•_. _ ; . . � , - In order to ensure.consistent quality, Ultc;a;liner. made extraorclinary efforts to de.�elop ai�at�e� vsr�ich � lim.Xts�ihe u�luence of the-�►sta�latiQn �rocess up,on �e.:quali�y.of the.pipeli�ner i�tr��r pe�� - ,.:three;and a�aif years of extens�ve field tes�in rior to..takin the UIfiraliner P�C �lo j:� #��...:: ::: g'P . g-- Y,. � . . ��. marke�We'are eommitteii to excellence and a�'e confin��usly..engaged in, riew researcb;aFtd � � develDpment ;gro�ects to:fuFther_ advance the trencfiless rehabilitation indus. GiXe �s-fhe d:. �� n� . �' P� � . :. . and we wall enguieer a solu�ion for your: needs. �.�� i``-� � � . . ., .: _ . � . . _ �. � J �. .: "So Ad�vanced It'�,Sim�le" , � � .� . � � i . ::.. ,... .. . � . . .. - _ _ ...�.y�'' ' . . . . ' ' . , ' . . .I . _ � , ��ren�t�s bf,�h� Products � . � �. : . 1Vlat�r�a� o� �'ref�erer�ce �� `Yr IDesr�n��.:ConseNative Desi; �.Che�ical: `& Abrasia� ge�isfa�c� �. ° : �;=E�r�hc��zake �2esis�aflce I Im�act �esista�ce f �5yster� Rer�ewal�and �SO Con�rol I. Cost-(7o� �e��v� � . : < �:.. : In�enta �osts � Sr�e & Txrigths I Shi�ping� & Handline`I.ChemicaI 8z �1�tiras2on Resistanee I. ua�� r Q�ISOI ��42$�',C�OI� .� �T2S��3�20iY�I. �"'X�)'dI�T(�abi]itv j.iVew �1+I�moiv I Hea� & Relax I.�x rie�ce :� Redu - �'.. �.� Ris��C' � S�fe �.�i�nension� Stafiilit� l..Tight Fit;t Infiifrafion Reduction f Root Iiitr�sron .�;ir��ro�edi Flow . ��xtreme V�Zeathe�r f.Constru�Qn Se�son`I.Extreme Loadine I Extrernely DeterioratecT�P'�tzes 1 Linu�te� .�. - Access�b�it� #:B.u7idin�.ucts I Decrease� Dainage.�.:Decreased Disruption l.Sur€ac� Str'tte�es;�,, :�. :; � . - . �ainten�arice �os:is�,l:Env�r�nmen�tally: Frien�l� '.: ` � .... � . _ � . . - � ;. . . - .�Str�it�h�s=o€t�ie-C�nn�anv� �:`:'::�a�"=Service.aizd'Sup�o��l �'ield'Servi�ce Support I Industry Leadershi� I PVC Ex�ertis�e !."Fam.il " � ; _�::=, ��s�es$�:fi°Pre ared for the New Mil�enium 1 Commitment to Excellence � � . �.-�.:-�-�--�. � . _ . �1�`:�� . . . . . _ . . . � . . . . . . � � . . . . . � � . _ � . : . . . . . . . . . . � ' ' � . . . I . . . ' � ' Home . A'bouE Us Contacts roducts _ f Instaliatio, � 1 � _ :.. � .. �: : : � � . ,�3� L ' a�vl� 1F m 1 � � i - � � � ' � ` f1 ' : ibr . oru s fVWebsite Searchll�Vebsite Info1 fTrench1ess Indushy1 ° � � :.::�:°.i ::::::?_:,`:":..°Re ister :�F�e`:uest Contac�'.:fRequest Literaturel INotify Us about a Projectl rContact webmasteij . �,` .. .-..�.�. : .. .� . f : . . � . ; http://www.ultraliner.com/UL./Home.nsf/3f2a1 add07a0562e4625690d0051 acec/300fe948e... 6/10/2005 . .. ..:. _.. - - - - . - _ - _ . ,_ .. _ . �h� Stre�gths o��JYtral`i�e , -: , _ . , _ ... :.. . , :. ,. . : • . .. . . ,:. . � _ .,. ;.... . ..: ,. :�....: ;-: ._:: ;:: w.: : . . ,.: . . . . . . •;... . .: . . ,. .,.. . .. :..: � .: ,.,... _ , : _ _ Pa�ge .�` of Zb ��t'�l�t�: �= ` . . , � ' � . � �'.�-. ,,� . . � Rev � 1/2(304 �' -'� - - . - - .. ;... ...:...,..:,, _ _ __ ... .: . . .. . ...... . :.:= ,.. _ .:.:.- . ,;.,: -:.,�,:;. : ...., . ..-- ., . . <.,.-.: _ , : .,.• .... . - :..:::', _ � G - - - - - - - . . ... _ . . . � <<: - - - - - = _ , : .. _ - - .;: - = ._.... :��: - _ ..:.... .:.... - _..: :. _ _ _ . _ ,:: ;; . - i . , . . ..,... °:r - - 1- .:. . . ,. . _ . . - _ -.... .:.�' �.:"� . .f. .: .'. .. 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' r . . . j' _ ; . , r � ^ ,/ . . -� - . - � ` � �.- �, � ' . . . _ �' �'.. . �_. ' . . � �' . - • i : .:.'...: :� _ _ � - � `'� , . - - . j . f: .. : . : i � _ - : >.^:. , . . _ ; , . ..... ... . . . . :.: .. .....: . .: � ,,. � : :.• , . ,;:. . . , _ � . . _ .. . - . � . . ... ..:; �� .: . ; .:.. .: , .. .,........ �� :., � . ... _ .:,_.: : .:::. .: . , . ........ . .:� , ,..:.:.. _. _. . .. ..,,- ... . . - ; .:. _.. ..:.... , . . .-.>.- . .. .. _ . ..... . . .. . , - _:.. _.....:....:, _ .- . .... . ... .... .:. .... .::::� _ _ _ . . i�� , _ _ , . ;. � . :. �. , � _ �� . . . . . . ,; . . � � I . . . - .,:.:::. . � �. ,... ' � . ; . � � : .. , . ; I - � � , ��:_ :.. �.:.. : . i � ::; � . . . . . : � . . . - ; 11 . .J.::�'.: . �:I . ' . _ �. .. . ' ' . ' . � . ' I � . . . . .• • . , . , • . . . . .. � . . . . � http://www.ultraliner.com/LJI,/Home.nsf/3f2a 1 add07a0562e0625690d005 l acec/300fe948e... 6/ 10/2005 • � .. . :ti. ' . .. ' .. , . .. .... ,., .. . _ . . , _ . . . . .:. ,-. .. � ' . . . ' " . ,':... .�.. . . j '" ' . ' ' ' - . ' 'r . . � . � - - - ::,:'" " - � - _ _ �:�:. - _ - _ _ _ _'«_ : . ,E�' " - _ ,',r..::., _ �;.` - : �`� ��:Pote�t�a1 for� Pre-mannfa�tt�r,e� P��ipeI�Q�s��n��tn�erg�g; . __ ... � . .. t ' I � � " ! . ' i t �a:rke�s-:. � - - - -- - - ��:i:_�=�:: .: - _ .,� .. Grani�� '�tle�:_ -. , . �'S'liu. ,., �',;EJltraline� Ogf'ord Alati:�ma _ - - .. • -' ' - ::{�� - . ; ; . �., , _ _ - - �:_�S�I2AC'�'-.._::,..._::. ;�very disiribuhog anei- colleenon -systeui: in .the. world-will eventually req�ire pip� ;. renovat�on regaidless :of commuiu t y size. T'he ma}onty of pipe renovation has o�c:�irred ru:me�iopol�tan ieg�ons, haweyer,;at least..50°!a oi �he. need.for.. small dia:metet �i�e +. . -renovat�on �s emergng in non metrflpoiitan: communi�ies � In man� countrie� p�p� ;:�� renov�t�on has�a short:operating fu:s;tory.and e�ren major:meiroQolitan.reg�ons wi�ii.;. .� signtfic�t�narke�. �eeds are:c�nsid�re�;emerging markets. '�'lie dynamies _�f these. � largely. untaFged, emerg�ng mar�e#s are :considErably di.fferent from the dyna�cs o#'. estab�shed pip�;renovat�on.:markets: This:p.aper discusses-the unique:cha�ic:te,�st�cs:nf pFe manufactured pipe�ners that enabie-�uecess�.of:pipe renovation teelinologies.an; .. e�erg�ng markets �innerguig markets represent. a much larg�r opgortuiu4p: for v�n�ors; . i` eontractcjrs, and:cpnsultu�g:eng�eers.tlian curfent�y establ�shed markets,.�dieating�that 1 fiixns specialJzing in;pipe� rena�atioa�ignore them:af the risk of being left beiun,d. :�� - Technalo.gies �t}iat •succ�ed witl�in� the emerging.markets may ultimately disrupt the ;- - ' `d : es.of the. esiablislied:markets: � ' -. : Y�� . . � � . ... _ , ; . - :_::; ;Ke�ords:;.pip�;_renovatitin;;.pipe° rene�wal,. ;i .e rehabilitatio trenchless technc�lo `. : .... . P. P n, . . �Y. �: .�� ;::.�`•;�':::;. � �mark�t anai�sis,:emergi,�g r�atkets,:disrup.tive:tee�inologi:es, gre-manufactured'gipe�iners ;. , . . . . . . : �.: � � � . � : � _ . _ . . . i ,,._ . . . - . � . � . . _ � � � �. - - � '. _ .. � : . � �. . : .:�i - . . , � . . .. . . . ' ' . . _ _ . -I . . l. . �` � t � �� ( �1�:.:. , � � . .. . � . . .. . , .. _ - � � � . �. �. , -.- - � ' �. : _ ..' ..... ..,,.., '-�: - ,.. . . , , , ; ... ..;...,.. _... ,:, _ . ... :;._ _.,.. _,.. - - - � - - _ � �� `�::= � _ _ _ �� ' r 1 - i�: _ - . . ... . . .. . .. . - ' ' ' +i � . . . . - ,��Y - - '1 . i Cy _ �: —1 f� , .:�:.. ...- . '� ' � " �'.:'.: ..' -. �. .. ^" 4 :: . :`�,. yM}^�. ' ' ' ' . . . � ' "•,�'.. ' ' . ' . . . • . � / w'`.�-.:r";'� I� �� * ' �� . �'�:: r�� ..?:iCS . ' _ i s. �''-. :?:. `ti• t - - ' ' ... . .... ..�. ., . >�. .. .. �•. ... ....:. .�. �i: . _, . ....._,� .... ...... . .. ._...,...:.s.,_ _ _ .� ., . _. �..,� _ . .�. ....N.� �..� ' ;. . .:.".� u�,:. .,.,q..,. . t....,.. .. . . _^.. . .. .. .. ;, � �! + •':.:.. . . . , ...�,.._ �...�.':._.,:...''....::�-_.�'� . �' - � " .. " .' . � � � ..:e.�.�:..:.. : , '-'-'.:- ...�...,_.. .. ..._ .:..� .�..+..�:.:-.., � � � .: ._�: . ' . _' c� ' ' - ' .:...:.�..�"..;�.. ....;.;...-,-. .;. ..,.%^' .•...,�... . , <>,�me�gtn�mar�e,.ts,z-.epresenta �nuc�.targez' oF��t� %r �endors� ,cont�c�ozs .a.gd 1 . - t J ` � ':> \ _ � � ' � 1 � � . _ :�,ea��n,�engileer�{thaa etiFrent�y..�sfa�il�s3�ed�arkeis,;ndica�g:tt�t �s�pecia�g � � . �:,gip�� enc�va€ro�,�gnar� t�e� �t #he �sic nf �Zeirig;le#i�:beiund.` ;TeehriQlagies thatis�cceed.= � .. ; �. .. � � , ,:.,... - v�r�hui tfie emerg�g markets�may �.lbmateIy drs=ugt t�te �i�inaiiues of the estabT�he�;:: •. �. ; , . . , : . mar efs` 1 .A��ou " • • � .�. .,�..� gt�_ftie.t emergin��market'_ -�s_��e�z restricted to.,develog _ _ i _ � � ;e� . _ _ ... .. . � ?�g eQuafr�esz Tess;spe�:c��, it a��ie� "to .a smait. mar�et t�th:a short opera�g 1tt�tc��y "•_ f ` Unde� su��r � bzoatier .de�tio . . _'�!� ; . : n, approX�nately.: 5Q% of I�iorth.Arnerica's :si�rai� d�neter; ::�.� pipeTerio�a�oi�rnarkefi=c�iib� defined-as emerging :Storm culv.erts aad'gri.va�e se�uer, . �. '�aterais.'r�pre�enf-addit�onal:;em$rgingmarkets. Of cau�se, rnany uitemat�a�a� maz �e� �. - . . . . ,. are emeFgutg as �teli.: A�ttit�.�gh fevY �vauld constder Norfh America a tru.e."ernEz�g, marl�e,�,'� an ana�y��s of such. emergiugniehes vyithin the �Toitli.Amer�cau market caia.be , .. . , , `predicti�e �f the poteishal �foi pipe i�e�ovahon in._emerging markets w. .orld�ide , . . ; . � . � � � . -.. . . . . _ . .. .. �. _ - . . .. ;�., . - _- _ " .. _. - .� . ; . ��ofnew �arkets is bein�drtyen by;many factors.. In the �Inite�.�tate�:.anc� m. -- .�: �tir�o�e, t�ie es�ab�shectma�ce� £�ave defined standards��of seu�er%water s3tstem� �� . ,. . . . � `� ��'ormauce- x�th ��c�i emer � ging markets are aisD 6e�ng eneoivaged tQ �amply ��A� part�� `- _ o€tke �n�uonmen#a1 �Protee�ou A:g�ncy's new SS4 n�le, all U S. sewez ��3i� �r� _ � �iei�gr�wired,to cvmply with the new=EPA C11!iOlkf;��ograri�;� w�iichzeq�res� ��a�� of_' `� : _ alfi�assets:and a;�Ian to.ensure.sustainabili .ty; Con�pliance is.alsa.being reguiied�it�-�ie... . uew .GA;SB-3`�_ru1e, :wiueh.has established comgl�ientary new accounting: standaids::£oi �. . . all U:S..:government:agencies:. In Eutpge, the standards:esiablished for Eiiropean�Uni.an _� �,-- members�up at�e-iikeuvi�e dnving more comprehens�vemanagement of �nfrastrurtnr� � `'� ' as,sets end �n�onmental nali .'Tlie. ci�itieali of water/vuaste�vater �nfras�.ccriire�to the �' 9.. tY �`. . ri r .:� � , . . . health�.and ta:tt�ie econorruc develapmenx of nations has .res�lted in �iiiterna�ionat effoi�s� to �� .� � �elp impioue sa��at�on.systems :around. the wor�d. - ITtiiiries :that have..neveF .b�fure � � _ co;nsidere:d pipe_reuoXat�on aze, ttiefefore, being forc�d �o. educate themselves. an�d ta find � � ._ � a#�ordable soluti�ns to thefr:infrasirucriue. needs, : � °�2egar-�iess of 1oca1 economies• and avaiiable financing; markets. strugg�ing;.to.keep �p .. . � v�t� the �i:sing costs of-agiirg infcas.tructwie are partic�arly m:need..af the mQ�t ai�ori�able . �oluhons.'.Th� nee� for and ct�st-effecti�eness of t�enehles��gige rel�abil�2ati;on,�ias; '� .: 1. . � - a}re�ady be,en sub�s�an�iated`:y�ithin.es#abli5hed.markets; but the. cost factors=af e�ezg�g �. � . markets a.�e often considerably differ,ent .. When econo�es .of scale are c�ange.d,: tti� �� . .. . -. market ruies;ar� �ira3n�ti�al�� altere�. 'fi3Vhen the..domjnai�t tec�nologies. af .esta]i�.�s�ed: � � .. ��narket� �:�e h�'s�oricai�ygrnven too cos�ly or otfierwise inappropriate for an.emerging .; marke�, 7t r`s a11 foo easy to c�nclude that.trenchless pipe rehabilitarion is not a viab�e . � � alte��hv�:,:. �ie�r�;ecoi�omi,es:are.weak and resourees scazc,e,..it is also too.easy:to;. . � �onciude t�iat �ipe renax�hon;will be �a low priority without suf�cient fun�g To;b.e � . . ._� suecess�ul�in an.ernerging market,� market. specific bairiers. such as tliese must be analyzed . "�� :�:aud�:tti�ere-:musi;b.e°a�wi�lingness to innovate to overcome them. � .; :,:B-A�ItIItII�RS 'TO��Ei1'IERGING 1VIARKET5 � _:.° ,�'�meFging:markets have mariy }�arriers to entry, including: . , :.�• ..Lack.of a�vareness:and�understandi.ng of pipe renovarion options � ... .:. ::. ..:. . . � . � � �`; � .� � ::�: ,Resis..tance;:�o; the :acceptanc.e o£�seemingly �`exotid' technologies � �:�_,� . . . . . � ;. - �.. . . _ . . . I .. . � . .. . � + . . ; I .:. .. : - - _ .. . . ,. . ... . :,.:: _ , .: • , ... :. . ;.....;; - ; ,. . . ... ..... . :....,., ..� =::�:. �::� ::.�: - ,.. .. ., . _. . _ _. : .. . _ . .�...:..: ,. _ _ _ _ . ,.... , .. ,.., :�. - : �:..:,.: .. _ . � . . . . �. ,..,:,: . : � - - ;. -. - - _ ,. _ _ - - . .. . ( � �o� manuat �abor�os�"s, �res�t3ng �r r-�dui�:�avutg� �rorn teetin�log;ca� ; � . - � � . ' e�e�� - _ ;:� . _ t -, . _ , �. , . : . ..... . .. _ _ : <, - _ _ •.t,.,;..,.._; s: _ : + T,�ss tra�e and u�asf�c{ure,.resulUng.in r��ceci m�e�tive io a�c;id �s��n _ .. •_Relah�.��l� high �ost; of eqiupm�nt as eompaFec�-taxurrency exchang� rates �n� � -.: ` � :.- �:;.:-.:.::-;,.�� . . .. � _ oriur�e Q��s.e _ - _ _ _ � . . . ......-. :: �: .� _ . ,, _ � ,. ..: . .. ...:' . . �:._�.�..: . �.... <, -:_�_..':"L,ac�C u€1oca�g�rsv�inel v��h�tr.ench�eSs pige re�ab�tation expe�se: �- { - • �.a�k a�,uifii�enc� y�i�h ic�c� decisio��aker� : �� . . :a . . ; �` H�g�ie��nt�h�fizat�on:anei sl�ip�ing casts. � � ; . . . � , • �I'ypzca�ty smal� size. af lndividual proJects � : . . i � . ' -.. �. , . . .-. - t . . ; , .: _ . . ._ �ae1� of �cdno . _ : .. ;.-. . • �es.�iscale:: � ., _.._ � . . . • F-ropor-�ronall� lugtzer cost`oi engineering: supp.ort' . ' � . �. ' �� D�citlty uu�orhngle ortna' internationaT inarkets � � " . �� • L;ack ofesta�ilishe� p�ge ien � tion budgers_ : ` ' � . ' � L`acle-of#r�dztionat fun�ng:mechanisms . ; _ ''� • A:n� or a1I of �e above leading:to�di.ff�cult�: af trenchless;pipe.reha�ihtati:pn; .: . � : : . competing �th;tradi�ional "eXhume and;r.eplace".: O.�ERC:O��G T�iE g,�R�tIERS � � . : , . � � . � .. � . 'P3�e. maaufac�inr�edpipeiwers �liave freqtien�lyproven to.be;effective in overcornm maii � � � �. ;,. : Y of.these barriers:#a suecess�'u113� �enetrafe an �eme�g�ng market:. Tfie=e aze m�ny� ze�s�s `: :.: for.:their success: As eontrasted wit�x field-manu.iaetured zechno_logies, the-staz-t=�i;tg{costs �. _ (includi.ng equipinent acquisihon, personnel acquisihon, and �ersonnel traitung� ar�: u I �'� . general.ty-:lower„e�abluig affordab�lity for I:oral companies.. The econam�es of-sca�� _<. .. . '�( � related �o produet manufacturing �e established at a centra�,ized-.mauufacturing fa�ii��3�:. � `_ Additi�naliY, t�ie struetural dEsrgn prop�zties ofgre-nianu.factured pipelmers>are .; , .. .. � � s t a b] �� h� d a t t h� man u fac t u r i ng f a c i i� t y;. t here hy Iowering; t h� re.qnired..fieid.:expert�se.. . and:.increasmg �i'e quality assurance: Furthe�riore, tTie. ease of use of pre=maniifacivred .. � . pi�eI3ners :e,nables zaprd; truning o� loc�i eompan:ies- usi�g lo�al:personnel._ . ' -_ '�'he:use af:�re man7�fac�nred�i�gel�ers by.;local.coui�anies/personnel likev�se iacr�ase�: • �.. . po2�hcal �cr,ep�an�e uz•em�gu�g r�arkets.. The loeal� reTationships tend.to FapEi�ly:spread: I . .. . � awareness :�nd u,�dersi�du� T�e: reco ed. materials� such� as PVC, �-IDPE, .aii�i ot�r � j g `` . � _( - tradihanal i�izect:b�na�.pipe.m�ateria�j, whieh are common.to.the:pre-man�factured, i "�rocluets, alsa su#ipl�y acceptance v�thin emergui,g markets. The lack oi � ' �- Fi�dQ�,sCeantro�led coinponents eases.importing�expartin.g. Furthermo,re,.the si�:�f :.� � �� ," ,: stabil��r of:the.�r,e�nariufacturec� ma#emaL� atso sim .l�es;.buik�material's 4` ,, _ P pure#iasirig anci I ..= shFp.P�g'�'orla�ge=�cal�;;.�ntemationai�3r:financed:projects:� With no �r.efiigeration ret�tiired an�;�ne :iii stor�i.ge �re�evan�, •'sFiippiIIg.cos�s to.any Iocation i�r�the world.can b� '� �: ; ` sig�fi�.ant1� xedu�ed. . � . . . , ;.'�:=P�oject mai�gementi is further simplifi�d by the shelf:_stability of the materials; ena�iling .. :::�,ess.:exgerienced:project engineers and less experienced construetion crevvs to � � . -�=su�c�ssf�1�3�: vuvrk together even with frequently changuig cons.tructibn sched�Ies; �- �. �:Co�tractor�.risk exposure �s :lower�d, because the risk of material loss is :lower, anc� tb,e _ � _ _ �cos.t .and�:disruption .of an installation �failv:re is fre.quently lower. as weli. �,ower ris� ; . � . .. . . 4 �, �� _ � � . . �. : " . �,� .. �. � �l : . � . , � I .� .: .-� . � .. ; . : � ,., .,..-�.,., ......,. .y,..;._.::__.:•.-r.•.,- _ a.).i�S . .... ...,. _ . -:- . . ; :.. .: :. , ..:'l�' _ _ - - . .. . _ ' �- ' � .. . �. ..�• , . .. _ _ . . .. ... . ..�t.....:. � ,. .- .. ...�,,;,;....'. _ , .. .. . _ ;.a.. ,;......i . ,.: . . . �.. . . : . .. ,.., : ,'.� - _ . .. � .- � �� . .-- .._ . .. ..;.� . . .:..�' . . „ . , .. . . . . . . . . ..; - . ., �; .: w . `:.. •-:..:: �.: .. -:..,. �:... ::-.. . .. . .. . .. . ... . . ', .:' . . ' � - . - . . _ � ' . , .. . , ' . . , i . `m ' � . . . . '' . ' ' ' .. . . . ' . .- .'. :.� ,�. .;. . _ " " ' . . . .. .. -. : � � � _ . . .'-:. . � . . � . - �. ,, .,.,. . .' ' _ � . . - . . .,.., .,:.;�. ,.:`' �: ( . :�..... . ...f., .....:...�`;'. :j::� -_:%.�" ' ' I .. . . . . ._ � ... . � ,.� .�: �, _ex sure tran�lates..�to�iore�o�trol o#'p��c�3r,ost v� lic.a esp:oiads;to�iore� . .: __... . ,...,.;. _ . .. _ : .� P°--,. ?�-., , .. .... . . : . .. _ .:_;...: . ..,. . - - - - - . . >- �.: ., ,._. ,._._ .. .,.._-. .� �;J-E,_. �. : -�e�m - titt`'�= �. , . .. .. ..... .... : ._ . .. . .... . ..<.::.:......, - .....-.. . . . _ . . . _ .. - .;-: �.. ::..:. . _. -:::.. .... _ - - _ -:T' - - f .. . _. - - _ - . - - , ,.. . . .. . . .. _;_,. . . _. . ..:. ... _... _ .... . .,. ., _�;.r. _ .:::::. _ : ,.. :. Wher�as��au}�-��e �ec�ofQgies ut�lized�ii�:establ�shed markets �el� upoa econom�es:of _ �ca1e u� oLd�-.tb b�, cos�� compEt�five, einerguig;:mark�ts ene�a�y nffer nQ ecano3nies,Qf .�� - � � . ". ��cale �'h�ge�era�lyvtosuver;ec�ui,pme�t,:�p�b�zanan, �erso�ne�, an�:material�rosts�£pre= . .. manufactur�d,groziu�#s snable. cost=ef%ct�veness w�t�:in emErging:.inarkefs; eyen:gnortb ... e�tabl�I�ug economies of s_cale For exau�ple, therinoformecl:pipeliners �freqneaatl}F = : fi �'� �.' ' ` - re ferce d ta as `�o l t 3 &� fornir'} an d�pigeiiurstmg.�a�e:each prov��-extreme�y success�ul <iII -,�e emei�ging inarkets gnth:in reual coinmunities of liie iln.ited States. � _� �.' - I . � � ` -� � ! In sazes-..� 5" (3��mni) and smaller, ttie. break evea:cost;fo�: the rnstaliatiaa.of � ihermoforn��d pipeliner� i�:alreadylo.vKer than%r the 3�=year o1d,:,cured�=.in plac�.�p� �:CIPPJ`,tee�uo�Qgy., even t�iough-thermoforme�gipeliners.tiave yet to esta�i�;signifcan�: _e:conomie� o�scal� �n installatton.or_in.manvfaetunng. .$y:th�e hme: thermafom�ed :; . pipeIukeis sufficient�'y penetrate �he market tu reach th� yolwa}e an�;econc3mies:of s�a1e .. . . .. .. :: that CfPP c�rrentlx en1oys,.th� �ns.talle,�:cost of.tt�ermafoFmec�pip��iner� can.;�.Fed�ed .�� :..'` .�y atmost 50°�'a'vv�thoui loweruig ihe �aiguis of.�he �co�.�a�zors or the -c�duet �: ,: � �. . . . . g� S � �� . � � ` . . Furthermore- becaus�: mantif'acturin is :centra .. _ . g: �zed, a.greater�erceniage.af3i�eseeveg� ..�. . •savmgs will he�car,ned v�er %nto the einerging markets: �': ; . . ' . : .. :�,ikewise; the=v��me:generated�liy use.in emerging,markets further increases•tk�e. ; .. �__ . economies of scale �or unproved competition in establis�ed ma;ikets; thereb� alfering:ihe �..�. �.-�.. 1• =marke� dynamzcs �f ttie� entire industry: -It is.esti.matedthat �SO%. of the sinall:��au�eter. :�� -1.. �ipa renrnvahou:needs�in I�Torth �'imer�ca�are � �nergxng markets, Whereas. � � .. . tfi�rmo€oimed ptpe3iners are,currently only rautiiie�y compehtive in sizes i5" (375in�� and: sma�"er-in;the establishe� me:�ropolitazi markets; and only.used in sizes.up to 2�" �. , {iSUDmmJ:in n�c�ie�m:arkets,.:the.advantages o€ttier�ioformed:pipe.l:ineis �=emerg�g; � . markets',vvill e�entually enab:le �the develogment of�sufficient economies of seaTe to �.. . ::rauhinely<co�npete;.in sizes;.ug.to. 24'..'.:{SDOmm)..aud.to: service niche.markets up. ta:3.�'.' _ . .... {�oc�j. . . - . - ,_ . - .� ;:::i�i#�i:;2�°�`9_o�:f�e::inst�lled foota� e in;,sizes of 18" 45.Uu�m .andsmall�r, cei�i .titiv�n�ss g { �' . � . P� t.�:.. ,'� i:g�he �s�nalleF sizes �s �porta�t for maintaining suffcient e�o�omies o#' sca`Ie tn be 1• J. : cam�et�tive � t�.e I�era�ive:larger�iameters. The.s�gnific�t volume.of sm��i:�diar�eter. ' �%�r1c �,ugports t�e day=��a, day :manufactiuing o�eihead �and: covei-s persogn�i & eqij�pFment ,: over�i�ad;ius:tFie=�eid Tfie�-r�utine co�actwith the customei�base estahli�hed��n : >:,': i: : ;: .:- �; `.: ��_ .:::: . -. � � . . .., -i..s.�;:,,.. .. . . . .,.::;:,>..:;.>.:.. _: ,.:.,... ::connectto�i;wi#lifh�:�s�atl;diameter�gipe-renovation aTso �te�ds to influericetechnologcal - ' choices u� �he i�rge�.iliameters. T�e developing market dynamics g�n�rated by eFn�erging .. _ ';,.:.'inarke.ts_wil�:.likely.prove extFemeIy.riisruptive to the established, dominant technoiogies. - �:. :�:Companies��ncagahle of competing.in �h� emerging markets vvill not be cagable of; � - ` �hai�ing:the disrup:tian. . � . . :"� �.T#ie.cuTre�t.abii'ity, Qfpre:manufactured trenchless.pipe�rehatiilitation�products to i , ;�euEtrate. emerging:markets is �furttier accelerated hy the strengt� of the:marlcet�gosition � .:`they:.:h�ve.:recently:a�ttained... IviQst.of the. pre-manufactur:ed pi�eliners: have establishe..d �^j ' _ _ � .. � �. . � , . ...:..� ,-.:: _ . -. . . . . .... ::.:.:..:.::.; ,� : - - . ....�..�:.:, _ _�� - - - - .. .;,;_ . • , .:. _.,,. _ _ _ , : - - - - - - . - - - . . . _ . - ;: - - ��..�.. . � h. ' . . . . : ' � .. :: . :...��.' ; ` � - . _ . .• _ . . . . . '� , . . . ... . . . �. . . . . ..� . . . . . ' `_��, ' ..' ' . . . . . . . � . ' _ _ ' .;'_ . . .. _ ` � . .. , ' , . I� r .t� .. ' ' '� ' �1'� r'' , ' . . ' ' ' . ' ' . � . , ' _ - � _ j .j'�',_ - ' ' • . ' . . - ��i�' _ . ' . , . . � . i- i - �. . !-. ' f ` +i4;: _ 1 -3. - i :: -" , � ! �.- ' - ' - - � , _ ;. andus�r sfanc�iis= =suc `>as,�AS �i :ezt�risi�e etfio�manee `his .o `es . v�rhic��reac�il-' � . , .. .:..: : :. . . _.._.... .,.:;. _ _ _ .°. _ _ , . ... ,_._.:__. ,.�� ....,.. .r . ....,..... . .:. . .... .....,:... _ - -,-� _ _ •u-:>�' _ .. ,. .,<;,�,;,, � _ ........ .. :.::.. _..,; .. - - - �-attes��t�:�fie� uiab�� S-uch esta�a�shec� fr"rm��l�,o ten��`;�prQ.vide e,tra.i�ed t�c�nica� . �� su��a,rE; grof�ssic�a.l s�ies sugpo�, �exgenen�ec� fie}d sti�ipoit, ;wh�ch ca� supp�e�erit =. :- . �Iie�equ�ec�.oYerliear�fora:lo�at�.eontra�tor.at#emgixugra�id=penetia�on;of.aaEi�ierg�ug, - :.. . ��. '�raarke� - 1 . � . . � �. � � - .;' - - _ _ . , . ,_...:,, , -- - -�� - . D:�Fk��T��AIYIICS IN �i1I�RGING �M�iR��'FS`= . ` � ` . {. _ , � . : . � . , ,: . Whereas�stab�islred inark�ts, sue�i�as the ma�or_metropol�tan regions m I�Lort� �te�ea, meTe��requ�re,eompi�ance�rvittr or:�rior adjustments to establ�shed sgec�catrons�in �' �.. : � ord`er�to pe,rmitinclt�sio;n foi bidduig, emergingmarkets;:often:require sign�#'xea�p:t �i�rlfet`. �=: . de�elagFnEz�t �Yith uuhally lower volumes of availa�le ypork and �ii,gher prom�a�� j: �osts> e�er�ng markets requue eomf'ortabie marg�ns to �usti€y the market.dekeloprp'e�� . _ costs IV1az' '. ar� di�fficulf:t con ' � guis� c�, ., trol,vv�thout protectec€,territoneS; and;�r�tecter�:, . �. �_: ferntc�e.� are not�vail�b�e from-commoditized;groc.esses: When clear inte�Iectua•1' ;�� . . �mper-�;ad�aniage� exist �ogeifier with cost comp�etiti�e: advantages, l�censtug witfi ._ _ protected terrxtones �s;and:ha.s alzvays been an effeci�ve;;market appi-oach �::anyiuc#ustry: Ce�ia� pipe Expans�on and pipel�n��eehiw}ogies �ay.ema�ta�ned the v�ali�,caf' - �. . ..... c - '. �cens�ng: �ci �an there�ore pFavide:�rotected terrttones: to �ttshfy t�ie cost ofsntrAiiee u�to;:.. �:' `� � - an�3 develvpment,flieFnergtng markets .:The same mar�e�dy,namics-that:once.�er�itted�. � . . �. ` . . �ke routine i�ceris;ng_o€`GIP� technology, continue to.make licensing aa effechve inarket . : ;approa�h: �or newer pipe rehab�tatioz� fechnologies. � ' - , . � -. ,. _: � , : _ ; .. ; . . . _� As� �s appazent� the dy.namics,.of.established and:emergiug ma�kets aze q�ite ci�%rent- . ��}. Servicuig both,-;therefoze, requires a.diversified.constnicnon net�vork. Conttactors,'.vv�th:: �� . .; . the� reqwred o�er�ieaci :strtictiire io rnanage a 60;OOU' �(20km} job: iii �au estaTil�shad �arket , _ �iay find i� d}�:cult to>;a1so �iobilize to s�ervice .-1;000': (3#?Uin} proJects. ig erneEg�g �ai�.` �- � markets :As a re�xilt, �many contrac.tors that.ha�e foiind sueoess i� the esta�lished �:;� � metropolitan markets wiIi likely find it impossible: to �dorninate the emergmg inarkets_ as �. . w.ell T'he #rench�ess :gipe iehabilitation::industry is:expee.�ed �to .diversify, �vith sma�iei; : � � . : ' eetalized seru�ce contractors �lti�atel. becomin dom�nate in the emer '� ets �P ., Y S �L �'�4 • . ; - Pre=ma�ufactured pipeliners'make �tus possihle y�cith rElatiyelyinexpen�i�e.statt cip;�ost� ': �; -, and=lheab��ci.�o�:siab�� audrapidiy:bire and tzai�.installation�crews As eeonoi��.s: : ofs�a�.e ui�,prb�e�arid aieceptanGe=.vfpre inanufacti�rei�:�iipeiin�rs cont�e:to advance� `: � �.. � addihonai=refat�ans�"ugs��th:uationalantTinteriiat"tanat:construction:fumswill:evenival�y� : � ensiue dQmivan�� of estahlished.maik�ts as well. _ � ; ' � � . - � � � .. -1 - �;.�:�:�Tfie �iie:eess::o��pie=inanufactured �ipelineFs wifbin the emerging markets of.�iorth ':. . -� �•=;;`:�erica;::�ugges��ihe.potential.for. success in emergi.ng mazkets azound the world. �The - - '�: �`' :fecYino%g�es vsrith.proprietary advantages offer significant "value=added" business : � �_:;'�;=oppor-tunit�es.._S.ome;examples ofpre-manufactured technolagies that have akeady - -; ;:_�raxen co:st.=effec.tive:ui servicing emerging mazkets ipclude: - � �• :�: Tlierm:ofar�ed_pipeliaers (proprietary) � � _: .. : ,1:.., . . .�•;..�. � Pip�. expaa.cion...(proprietary) . . � - � .. , � •::. �: Pipe#�ursting-.(carnmo�ity) � . '-,: , . .. . � :�: . � Slip�ining {co�imodity) . . . � . . � � �: S��rally wound liners (proprietary) � � � _� . � - �... :.... :. . J , . - .� � . . : � � . ., - : , . .. . _ . : , . . � .. � . >:: .....:. , _ . _ , ..,.:.;.:: . _. . _ . .:... _ . . � . .. . ._.,. �.; :..: . .: �:.: .'. '. • . . ';t". . . . _ . , .'.,: ..: e, ' .:, . , ... . .. ... . . , .. . . . . . ...._ . _ . . . . . . . � . . — . . . .. . .. . . . � . � � . ! --:_.:::- �.:: . . l ,. ..,.. , ; ,. . ,:_ : _ . .. . . . _ ..: _ . . ; ,. ...:.. _ _ ._ � _ ::._ ::. : ._ .::.::- ::�. ::: , .. ... .. . . . . ..._ . �_:; _ � - - - -- - _ - . 1 ,� _ _ =:;. �NAR�� P.�,NETR�4.��N��A;E�R�I1�I•G��3'�. : � .: -; ' . .I�%w �iims ha�e a1�a s ha� �cul `� 4 : � . � y t�r comp�tmg againsCenfre�ched comp.etttors-f�t are '` Y, al�e,ad��era,tinga�.grea'ter:ef�tc�ieneies: I1�Ia�3� Iarg� eonfractors have atf�ted'to enter ��. t�� pipe �e�o��hon marketby dtrecflp eomp�ting zv��1i esfab�s�ied campe.titurs in �e 1azge� �marFcets �ere �s a-tendency to :go unn�ec�a�eTy after;�e big contcac�.s m�t� .. , �. .; larges� markefs-ta ensure �apidsuccess. � Sucb., e�%�s are extremely �costly: aiid��have"iazely _ bee� successful ia-anq in�u5tr3t E�or'ts to-penetra�e the five::most�gop�lo.us stiates„�luc�: ; �ia�e-th� iargest established ��pe reno�ation progr'an�s;. �a�e understandably been . � . �f�cult �viany la�ge, re�utabie .u3iiity-:contractors. ha�e quic,kly exited ihe �rpe i.. � renav��on �nd'ustr�,;�iec�us� they were.unabie.tfl cost=campete iu:such markets ag�t.. �.competitor� w�much Iugher es�abhshed economies of s�ale. �: ; .; -. � � � � ` . : :`. . _. ;. . -,:::; , .. .... �.. . :.. ... -: . .. . .., _ . . ...>.:.:. .. � � i �.�on�rast, #he i�aP:�lait•agpro:ach to:mazket dominanee.has_prayen very effecti�d.' � �.: � R�thert.han �:u�ecfly take on; entrenched;com�eri3ors, Wal MaEt chose #o. init�ate �i�rket . y— r. penetra�ion sn the emergrng:marke� of the sub.urbs'and�allaw.tlie market tq:��[aw.�athe� ' whi1� �al Nfart was:�st�Yl_develap�g their e�onomies of "scale. Only ai�er sufficient; �_ I � eoanomtes,were-ae'hieved:did Wa1-IViart enter into direct>competitian wit}i entrenehed i compefitors Ttie success; and res�iitant.size of VVa1-Marf.is legendary. � . .. . ; I Litce�se, preferenee for the.higher qua�ity assuranee:of pie-manufactuied p�peiiner�, �ill : conhnue ta�s,p�ead as.;a� resuIt o€ expand:ing use in emerguig rnarkets,. As gro�, in the � •.: � emer�urg marke�.s canbnues� econflmies: of scale vvil� improv.e,.As comparable �� ; eff ciencies�are ine�ntabiy.achievec�,..the�suceessfiil, �re�=�anufactuxe�:technologi,es will . g. ulhima�ely pe�eirate:fhe establ�shed mazleets by:providing e�en;�gieater value to :tli� enti- , ;use�' As; �ti� �?�a1 iVlarE, the;�key tq :iiltimate peaefrariori:of theNcjzth �neiican�ape� ,reuovahom marke� is;by successfuil}�;uutiating growtli.m ttie emerging "r�iche" markets: _ There ts na �th.er way-to disrupt the.:established efficiencies of.the entreIIched _. compett�ior� . .. . � j i �lu�gsnta and`�tah, with ihe�r signif cant rural gopulat�on.s, are prime. exaznples of the dyi�anucs�$enerat�} �3� em.e.r.=�g mazkets, aad the suceess`acliievable vYit�i'the Wa1=�vtart ��. �"approa,e�: �:�i#�'r..oniy a�ted voltime. of pipe renovation �vork from majbr mei•rapo�litan regions, the a�ailabilif�..vf la�a� pipe �renovation sezvices fias historically :been limitec� in ` .. these sfafies The esiabksh�ent of:local. �renchless gipe rehabilitarion c�ntrac#ors ��ing � pre manu:fac�ed �ilpeliners �o service .the emerging.markets �as been reIatively rapid ' arid eff�ctiv:e, The �owei initial overhead costs. irrherent to pre-rrianufactured pipeliners .- �;:>;,;gerniit��_the,.con_tracfors. ta comfortably grow the scale..of their operations_ as..the markets dexelop. : . . � : . . . _ �_Ini;�:aiIy; �revQs:::ate::proftablyutilized �vhen pipe renovation projects arise and.ttie ..' � - �;::;;.�ersonn�i-cantinue�to be�used_for. other construction servic.es between:pipe renavatzon � ._ �,: ::�roje�ts;. �'h.is:is�-feasible due to tt�e relative simp�icity and low overhead �osts associated :�yith; pre: .man�factured pipel}ners. Exgerience is initially obtained on sma�ler scale i -� .: .-�rojects. �ithin emerging markets that permit comfortabl�:margins .due to decreased I . :-. :eo�petition.,:VYith.projects in emerging markets typically.on such a smaller scale, local. � �,�-� - � � � ... . . : � : i ` _ . -. . � � , i . ........ ..... ...: - - , ....: --�� - _ - . , - .._...__.<_i,._::...�.. .:.�..::. - -s,:e _ _- - _ , . .,:... .. .... .�. ..,, .,, .... ._.i.::.:e`.'' . . . .. , . . .. . . , .. .. ..�...� �..� .S. ... . ' ' � . . . . _ , ' . ' ' . j / " `' ' . � _ . , .. . ' � . .� .. . . . ..,,.: �.. �: . _ ' '_ _ .- .. . - . ;� . .:f...;:'. - I relahons�fi�psit�nd:�o:ena.b�eS�te negQhat�o�,�f a srgaificant vo�iim��.of�infitabie �qi . As �rofi"cienc3r�y�nttf the�Eoeess is.develape� ifie proc�ucfi�it3�`of the crevy�.�:pr�o�r��s - � . YaL�o �qe� �os� co�et�hveness �th an esia�i�shed }u:sfqry _�f s.uccessfui nistallat�o� anci a bas� o� work �o, estab�sh eost� .compehhveness, the cQntractor can :then,e�fec�r et�mpete on I�ger $cal�, pu�ilicl� bi�,prQ}eets,. Wheze:�.the teclirio�ogy, vend�r �as ; ) � I�: �y�.:.. . :;.''.::�:;: `.�•::;� . _ e�.expe requir ' cienf fechnicat aiid<:fi:e}d� sup�ort a�ailabl rreiiee. ements ca�.b�- . 1. - immed�ate�y�.vvith th�:help ofthe vencior,-thereh}c enab}ing.iirimediaEe��iiziding. of:; . _ larger seale.pro�ects; „ � � - ..- - i i �Foiio�ui sucli�a marke�; enetcation s.hate � � � � � gy, over 50% o€the. small diameier �ren�hles p�gelin�ng.� the..sta.fe;af Yug�a �s-�ow cempleted with ttiermoformed pipelmeis. �ue o�the �orT� earitinues:to be,negcst�ated �While �he bas�e a�yvorkvvas i�utiali� pm�ii�ed:ti the emergtng rriarkets,; the ec.onomies of.'scale eventuail}r achieved is ultirnaiely enal�lu�g , c�inpet�tive pemetrarion of estabhshed metropolitan rnarkets,; as well. . D'espite lowe��ni eosfs, ma�oFpro}ects in metropol�tan�regions.can dramat�eally.improv.e cre� `.`Ioad�ig," t:�iere�y signiftcantiy _d��ng'inerea_sed pio€�tability. . Additionally; once me�rapal�tat�. �m.arkets are�enetrated, there.is:nn�Ionger a.base:of operabioII from��vh�ch es�abhs�i`ed� � � �: competitors,. wliich;are generally,dependent upon-economies:of sca�te,; can contin�ieato. �i . : . , . � -. :service the suirannding emerging;markets. � .. � �;. - 1. Such marlcet dyn�vnics:i�vere elearly �i;sihle � Utah in Z0.02 when a I�tah bas��:eon:�actor . decrded fo enier_the pipe reno�!ahon mazket ut�}iz�n:g a thermofornied ��peiu�er �iat:. • oontrac�or compYeted ov.er 3O proJec.ts in his first�year, ii�cluding a 30;O110' {�131uii)_-�tial' ; t �.: cantract for.Vema�, T3fah, for w�ick� the`conh�actor.�s cuaently receiving add on wq"rk: � The base�:;of o eFahons;u� fhe:e�ner _ p:, gi:ng maazkets is now�e�abling competitive entry iuto �he::estal�lisi�ed �etrapolitan� ri�arlcet.of the area. Contractors left without. a bass of' - op.erat�onsxin:th�: metropolitaa�market:of �Ttah no longer:have any'pr.esence in.the ; �:urtounduig em�rguig.markets In� 2'OQ3,, it is likeiy thai over 50°fo of the small d:iame�ei � � trenchless: pipe3ii�ng :in. the state of Lltah wil� be comg�eted with thermoforme� . . . ,.... . �ig:e]iners:: . � . :. . - . . . ; - _ ., :;. <. _ � i . ;NQR'�`H:.��tIC -'O�P.O 3'i1N3 . ; _ � ' . .;...�:_:.._.., . . ,. � . ,. . . R T`Y . i � �'tze s�.ze pf the3�orth American.;narket�has been_well �o.ciunented:by�the industry and by . . ,� �the.fedeFa� �gover_nment`of the� U�tec� S.�ates: As was �summarized in a 20-page.mar�et. . .ana��i��resented: by. ;this;author..ear�ier this yeaz [,2], a1l:o�the data.indicates the piRe ' : � -� renovat�on��narl�et{�ieluduig-exhuxne &.replace) inthe �Jnited:States will�likeij�graw�#o _ �:bee�me ��t�-�eas� aa� US;$�1.1:5 �bi1'iion:a�nual indus.tr3r. The trenchless..pipe rehabrlitatipn _��.'sectof wi�3'`hice.#� expanc� �� 5:00°fo to.capture at ieast i35$.5 billion of those anIIual ;_ . �;_�:._:exg,eridiita%es. : T'�i�.:l:$"<��SOmrn) anc� smaller trenchless p�pe rehabilital�on sector is : � �. proj.ected-to �eacii �:iS$.1.5 biilion.annually; with �SU°�o of �hese expenditarEs eventu��ty � . =� .:co�g:;#'rom:emerging�maFkets. `This rate of expenditure may be sustained for up.t0 5.0 . ,�- �:�:�years�,=.pue: to. their Iiigher quality assurance and simplicity of use, pre-manufactured. _ . ,, gip�iiners.-are..expected to significantly �increase their market-share as demand outpaces - the: supply:of bIder:technoiogies ttiat require greater expertise. Thermoformed pipeliners -� �� : and.gip:e�urs.ting are, already:grov�ing .at. a faster rate than the Nortfi Amexican trencfiless ;�:: . . . .. . , . : L�.. _ . , . . . .. . .. : . _ . . . .... ,.�._.:._,.�..��.. ....:..........4".•.�..: :.C... ..L.. _ •S.'�T.' ' ..y T.s-..,�..: . �.... .. _ ' _� ..: . ..:.:.......�""•' _ .v.. :��:a..�. .�..�si:..:�.. .":".:� ".4��' . - . � . .... , , .. . . . .. �.�..._n., r.M1. .l. ..� .+.e._..�.: -' .. . . .. �•.�'4 •�.'''•" " � .. ... .. . . . . .:.. _ . _ . , . . . , . :. . �... .. � .. . . " . .,� . � . -. . .. . � :. .. . . . .. . . . . . � '. . . . . �. � . � ' . � � . . , ' .. _ � _ . ' ' . . . . ' ' . . � . . ' 1 , - - .. .;1� -_ .. � -. ' . .. ' . ' . . .. . ' . . . . � . !' _ :_Y: - ..� .. •L ' � p�p�z�habi}iia�,Q� j.ndush�,,',: �her as�otde= tecf�otogies such=as CIPP aze� �urze�itly� : . , ` '� .>.gc'��g a�. � rate-;��o:vv� �a� �fi�, Yndus€rY �� . .. ..., . ., .. _;:,... ..�.: r....:......::. ,._,.. ... .: . - :... . _ . _ :.:�..,.._..,;:. ..., ...;,:<. . ._.. ....: .....,., .._,;;•; ..,.:.. .. .<.: .....,.;. - - ` . , . ; . ,_.,. � _ :_w= `�•�.: . . . i .:.:., .:. � '.,'' . . .. ..... . .::...::. ,.. . ..�,.., ; - ....; `� - _ , �.. _ ,. ... ,. .... : -:.. , _....,..,... ,:..:.•,;�;i�� - . _ - . �%�.�roi��;�:a�P:oii�vrr� - . � , - _;<i-:_ _ _ __ . - - ...:....:... . _..:,_. . ,..�.. � : �:;:`.:. ,3'�e ,manufactiuead tre�chle�s pip�rEhabiiitat�o:n:technologies,:�ue�:,as�thhennofo�med � . . - .�ipEl�ers, ��p:�expanSion,�prgebursting, sl�piu�ng, and�sg,iiaily wound lineis, have .� _ cons�deral�e po�enhaF iu.;emergiug uiternat�onal markets, due fo tlieir simp�icrty o.�',;ise � � .:an� affor�ab�Iity at.e�en`iow volumes. Unforfunatel3+,.w�th onty 1l3� of trie.Nort� j , . �mencan marlret cuirentl}�.�enetrated; by pre-manufactured pLo�t�Es such:as. �j • � th_ermofoFme�,�ip�iuers, aFid vv�tfi 5�%..of'the.viwortd.'.s,�ipe renovation exgeaci�tures .. ;�o�cur�IIg ,� I�Torttr flniei�o� many::I�orth American vendors �are hesitant.to expenii ;_.: ene�gy and �rpne�.��o, en€er ia�emat�onal• markets,. :•For.. every ii�allar: spent Fu �Fort�i 1 � Aznenca, t�ere rs ,cUrren�l�, a gr�aterpofe�hal: for retum. on invest�eIIt than can �el�;be� .-. � aEhre�ed �th=the �rgher costs of�nternational expansion: . : ' ` ; _ � _. � _ . � _ � =:�� - . - . ;': . �ce t��To�th�,merica;n;matket:has:been fully:geiietrat�d, international�xgansi�ri.:can b,� exp�cied�tQ fvllow: Succ�ss�inintematianal markets. has b.een.scienhfi�alf3r �n�c�r��o .. l coznm�a language,. commoa. pohhcai. �iistar�,, and mQst �rnportantl��geograp�c , r I proximi�y, eYeii more:so than to matket size [4]., The current�_�Iack afm.ternatfo�ai:ii�terest � .- from most v�ndors_'provides. vc!ill�ng. vendors a: winduw: of op�gqrtunity to,esta�lish ;. th_emse�ve� in t2ie emergtng maazkets aiound the wDrld;. includiug signfficant.emergiizg .� _ inarkets_,in Europe, A.sia, and Latin America , International financing is o#ten avarla�ile �� for de�elop�g eeonom�es and �he,use,of creative func�ng souices, .such as.:in#emati.onal C� � : � � . 11~; barteringcomganies, are �Secogurig_more common. ` ` -. � i C;ONST�.T,iNG,E3�I�IL�EERING-OPPORTiJ1�FIT?Y . � I . . Product _vendors and;conttactors aze not:the only ones�with a significant apgortu�ity; _ there:is a: sigrufieant:need=for consulting engineering expertise #o. assist utilities tha�.�ave ha,d muumal eXposure:to pipe ienovation options. Consultmg engine.ers attemptuig!to enter the:pip�:re�ovation semcEs se.otor�face bamers simi�arto those.preyiously ; - � descnbed far ��ndozs and confractoFs. � 0onsulting engineerin�.genetrarion of.emer�izlg . markets �;an<:be �ceelerateci-by d�veloging their ow� ecQnomies o.f scale thrqugli access to � centraI�ei�,tec}iuical; support; thereby.:euabling the affardable development of groject : �.. apgrapriat'��im�hon �ncliiding spectftcations: Cflnsultants need:an�av�areiiess o£the . . . . . : : diffenng;iecrinologica:��.ettara�xeristics necessaty for successful use in an emerging.. .j �. . market� asflpgosed to an established rnarket. In:paiticuiar, consultants need �n.aw�reness of the ap�iltcab�ity and:nse of technotagies that have: already proven effeetive: in �!� ..:; se,r;vlc��;e�er�g markets. Consu�tants wi11 a�s.o. neeti:to particigate �in market . develop��ent;:�inc�uding. encouragemen� of b.otti ut��tities. and local contractors to utilize _ �=:,� :pig� rehabrlitatinn. Consultants.that share their expertise with others in their firms �ill : sfrengthen:the. market.�osition of their firms and will thereby enhance:their own � ' . :econornic value. .. . ' � ::: ��ON�CI,�SIONS. .. . :. . . : � � � I , - T#iere:has..beeusignificant.analysis within the general..business worid regarding the : �:dynartucs �a�':"disruptive technaio.gies" every since t�ie heralded publication .of Harvard I .r.-��,�--. , , , : . - . ' � �� `f . , t .._'. � �� -,. . ...�.� .:._... . _ �rc' .. .. . .. . .. . .... . .. . . • f., � ' .. , , .-,. . . ..' . :.'.. �:" . . . . . .. . . _ . . , . .. . . . . .... . . . . , .. . . .-.:. : ... ' : ^':: : . � , ... ' ...,. .. . .. �. . ...' . . . . � ' . ....^.. :�.. ' .. . ,. ....... . � . . : ' :.':. ..� ' .',. '�.:.' ' . �. . .: ... : . .. . . . . . .. . �. . .. . .. . � . . . .. .. ' . ' _ . ' :l.' . . . i _ . . ' . . ' . . ,'��. . . ' . . . . � . . . . . ; . ' _ ' � . , . _ . ' . ' : . . ' . . _ `. . . ' , 7. ' '.] � � ' '- � . -. , �:. � . ''... ". .. �.�. .'. - ' ' " j I . .. 1 . ..,... . , . . . : .'. _�; � � . :. . � ; . . :.... _ ' ' _ 1 , ... . � ".. , � � ; . . .,- . . . . : . .. : . �,. . '_.,�r ,: _ ..., . ':.: `��''.�' =: .. ..... � . � � : '.. . . ..: . �.: -. ^� r' : e��v. � — — . . . _ �rofessor`�3z �}��on Chn��epse�n's gXound brea�ang'res;eareii��l�.. �'T}ie pipe�r�o�ation . . . �s si cant emer Tna�� at e a. �- ' . :11�US�' S�z � �gT � � � i�i�3I2'g �1� ��pOLtUA�� Oi 1'1E1�',R . , �.,:`: � c h no lo e� t o= l x� ig a d de i i wa lue: tv �°� n du�t� �e=�iia�;ufa�t�te d p�e i i n;ers l i� vc a � _.... ; - :. sut�stant�aLog�orttm�� vu�ttun these emerg�ng �iarkefs:an�;ulhmatel� have��c Pat�t� . .io diszup� �i�.:esta�il�she� compehtton b.y. inevrtabi rovidin� : eateF �aiue �hrou �o�er : Y�. • g� � �. .. - costsx Iov�,e�expenence r�qu�ements, an��increas�d quali#y�°assurance. . ` ';• . � . _. . :: � .:.:. .. : . _....... . ..- . .... � � , . . . .. . >.. . � _- _ . . � , �;2EF�R��iCES ; . �- �-',:.��) Ch�Stensen,Y Clayfoii��. 77te �nn�vator's Dilemnia.• �hen Nex� Techno�ogtes C�ruse. �reat�Fi�m,sla_�cnl :Bflstori Harvard:Business Scho�l�Press,.c1997. . - ' � i � , : i + �:. ' �2J W�uttle,;L �ran�:"F.xpa�du�g�Q�poihuu�ities �n the. �i�S: Water and�Sewer Pige � i �i�enQYai�s�n ind,ust�r " ED It�fl,MProceedi�gs �f th� Z:OD3 Underground Coir:st�zretifln: . �'echnology �,'�irferen°ce-arid ExTi.ibittatr, Jan: 14=1b`� 2003. Oi�dom Publishing: I�oi�stfln; . _ �exas : . � . � . :: . ... : _ .. . � . � � j3� Wrtgh�, Chiistopfier, CFA "Tzenchless T.echnology.Overview:" Saugatuck Capitar, ' � Nbw �QO� (unput�hshed. maiket �nal3•sis) � ; � j � . _ :[4]`G�iemawat,;Fanka�: ``Distance.S.tii1:�l�Iatters: T�e Hard:Re�i.ity of:Crtobal Eacpansion:": ; I�arvard �uscn.ess R.euietiy;. Sep 01:; 2.0�1; � �' ,, . :. . . - ' . . .. . , _. , :... . :. - . , . , _ . " i :. _ �. . . • . -. „ _... • . I. .. , : :. �+. - . . . �_ � - .... � � • � . ' . ..' - , : _ , � ..... _ .. ;.. .;:. . . . ,, . .. . _ >. . . .. . ,. _ .. .. .. . .:..•� . ,..... ::. . �-.<:� :�. _ - . . � �• -- � _ . . ;. �. I . .. . . I . . -... : ... .. i ' .. Y�. .� ... . . .. . . • . ' ' . . ' :`;.:. ,. � . . . 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"�j �� From: ^ �� i�`� ��r�,y��, _ Project name: L-1�Lt��> �� ,�Zc�;�� - �,.' ``' ' - �i _ � S g �` Subject: �' �'�J� L. �.,-�C�. � u,D h� � � We are sending you: �Attached ❑ Under separate cover Via: Description ❑ US Mail ❑ Hand Delivery ��Express Mail ❑ FAX ❑ FEDEX ❑ Other Da te � _ 2�.. �( I � � s� � � � . _i � ❑ UPS No Copies ��-i �P✓�- � ��. ,: v� '� �1 �-C ��, ��. �e �— _ �� l�l�. ��— l � � ' For your: ❑ Records Memo: /`�Use and information ,�-Ap p ro val �Review and comment ❑ Use and distribution �� ` _ Signed: � � \..,_�.,� , �� WMARKETING 2 Submittals.doc ��w � i F', � i:=` ',±� � � ��.�� . i : ` • � ; i � . . . � � ' ��--�`�. i \ �_ I `. •�,-' / �a: � � ; , � � ; � i � I , _ I � ; I � � � i . ; i i i i • i t. .. - . ' ' , . � I t � _ I i i i . i � i. t . . ' � f i i I i i i � ' . . . � � ... . . , } ,.� Yage 1 of 7 � UltraIiner Install�tion Ec�ui�ment GuideIines Impj rtant Note: IJiticatiner, Inc. does not�endorse the use of anyparticulaz manufacturer's equipment. Ultraliner, Inc. does not specify equipinent requirements, but rather offeis information regarding the general practice of Ultraline�s installers. to provide guidance ia a contracto�s setectibn af equipmen� The interpretation and application of the following informahon rests;soIeIy with tIie contractor. Each contractor must independently determine the cost, size, design use, and capacity of their�own selection of equipmen� Each contractor must independently ensure the safety of their equipment and the compliance of their equipment with loca! and national regulations. 'p. . . � >: :} :. ; . x;�.�:. _.�,,::... , . • : � r.��"....•`-;��>:;F�4+� "�`' .-�„�'p..._�; ..:...;.:...i:��i .: , � y3 �i ��,�f,.,er't„� -Y[� L �k - �, _ , _ z� ' >�i 5 ;`t: �.��.. - . . ��r� .: ��'c: .�. a � - . #� ,�'� � . = X } - .� .. � �. �. .: . � �. -s {. _ r'' `f � +R'Bry �t 1� ,.t . �y � '�' ' v - aox' .. . .r-4, . 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'. , . � �- `. : . - .0 �. �ty ��4 1 . � a 4 �e a� � _ �a.��..- ''�� "3'�i�`'` `� % i� ��, � �� T4�� '�� „� p�,�, r ; `� s� y t� y �x� i ,� • � �� . � y _ :,.��'� �ir � . � �� St 3 ,�,� f ;a t-jc`^j. .od�� tiI n� ;. ?'� r .aF. . ��.�re ti �.:? . ... _ . . . <�•��. i:�� :.��'ti; � � _ . . li.;a ' � � �_=w. ' - P'''r';. - 1.... - %a::. ..�-i'..�. :�r.'S �'s�' a; ��'. �H: ��: .:.. ..� ... ..... . . ... ... .'", ib'_>i � . .._. u.. ... . .. . .. :':<'�, � E"-�': ;i `:�:: �. r �:. ,.. l \ � �'. --:i� � � �� air blower � . Additionally, the avaiiability of complimentary pipe rehabilitation techniques can be advantageous, such as: i�out paeker with lateraI packer - � :g;oint repair system i3' mantiole rehabilitation system � � . Yage 7 of 7 ome About Us Contacts oducts [Installationl 1FA01 ibr o=ums 1Website Search] JWebs, ite InfoT 1Trencl�less Industr�� e.ister IRequest Contactl fRequest`Literari�el ' Us abaut a Pro'eat IContact Webmaste� U LTIri�:Ll i4I E� Rev: 8/26J20Q4 � http:%%www, ultraliner.com/uUhome.nsf/pages/UI,InstallationEquipment 6/ 10/2005 rage 1 of 3 �� . � �;�-: ., � ortant Note: The. following boiler truck configuration is used by Ultraliner's Field Service crew and is provided as:an iple onlX U1Graliner; Inc: does not endorse the use of any parEicular �anufacturer's equipment. Ultrali.aer, Inc. does not �..�fy.equipment requuements, but rather offers information regarding the general practice of Ultraliner's installers to side;guidanee in a contractor's selection of equipment. �'he iateipietation and application of the following information oolely wi6h.tiie contractor. Each contractor must independently deternune the cost, size, design use, and capacity of wn selection of equipment. Each contractor must independentIy insure the safety of their equipment and the �liance of their equipnient with local and national regulations. ;k on the Ultraliner Boiler'X'ruck component withiri`the diagrams below to see a photo and t`ipiion; or use the following Iinks to review componeSts by system.] A - (ptarple) - Electrical System... ::.E - (pink) - Boiler Gau�es & Controls B.= (light biue.} AiT System... ..:F -(Iilue) - Water System C - (yellow) - Fuel'System....::G - (gray) -1ViiseelIaazieous D-(green) = Steairi.Svstem:....:H- red A S# tion � �_,� a ,, ----- ' - Driver's Side - View : . . . �' i �: . . , . . . . . . . � � � i � � . - � - . . . . � � . - � . ��i � � - . � � � � � � .. � . ..... "� : :._i.��'�.. � . . . . . . . . . . . .I . � .. � ' � - . ... . . �-• . . � � . . � . . . �� .. .. . � . . . . . . . httpc/%www.ultraliner.com/LTL/home.nsf/pages/ULB oilerTruck � ,. 6/10/2005 � Ultraliner Boiler Truck Con�guration �►��°'�'�. ��.� .s�+��+ ,3 - ` � _a - � �:�L � � � _ g} � �'mraaars.+.� F� f f ^".l �Y � � � � .. r . _ - �� t � : 1 z � 5 Y . t , - � . } � ' T. .0 . } i � r � f.. 3 . , ;.ff, p > � z . t: i �: ♦ � � � �€ £ . i f -: � �f# ;�� t t ..:., .� . . S: ..:�?�-+ ..,..._ ._ :.��<:.s:�� v...'-�...��rsv_:� r.._" � � � � sK�•:��; . �. :� ' � : . ..- !��52_. A { v "�-• ft... �� r�_��_� l f:a_ . � Installation: UltralineT B�oiler.Truck Confguration � �; ^•� : . : \ . . . -:..�:�-<�....,. "si;sf - �i_.� -- - [Click on any�component within the diagram to see,,a photo & description] Page:3 of 3 , i ome fAbout Usj. Contacts oducts IInstalladonj , 1FA�] ijL•brary] orums .IWebsite Searchj fWebsite Info,11'I'renchless Industry] e ister fRec�uesi Contac,t� IRequest Literaturel fNotify iTs about a Project1 fContact Webmasterj U;LTf�f(�LI;�11�� 1zev: 4/1.1/2002 a' _,,� � .... http://www,ultraliner.com/UL/home.nsf/pages/LTLB oilerTruck 6/10/2005 Installation: I71Craliner Boil'er Truck: "A" Station Tmnnrf�nk �Nn � `:� �_ Page :1 of 2 tes. The following boiler tru,c.,k configu;ation is used by Ultraliner's Field Service crew and is grovided as an U1�ralinet, Inc. does not endorse ttie use of�any particular manufacturer's equipment. U1traliner, Inc, does aot: ient req.u.irements; but rather offers.information.regarding..the general practice of Ultraliner;'s install:ers: to ce in a eontraeto�'s sel.ection of equipmen� The interpreta�ion and application of the following informatioa h the con�actor: Each. contrae. tor must independenfly determine the cost, size, design use, and capacity;of tion. of egtupment Eacti:contractor.mustindependently insure the safety of their equipment and the their eq"tupment with local and national regulations. Gauge: • � The. "A" station is the primary control center for heating and pressurizing the pipeliner. The "A" station contains the steam (blue) and� compressed air (yellow) inlet valves, as well as temperature and pressure gaug'es to monitor the combined influence of the sfeam and air. Extra precautions should b�e taken to ensure the proper functioning of.the "A" station ; gauges. InstalIations should not be attempted with broketi or i�nprqperly functioning gauges. ; The '.'A" station.operator must be intimately fauliliar with� the specif c combinations of steam and air required for the steam truck being used. The required combination of steam pressure and air pressure to reach� the target installation temperatures is unique to each steam truck and can only be accomplished with properly functioning "A" station gauges. � The "A" station temperature MUST be monitored independently from the boiler temperature. � � ' `;l � http://www.ultraliner.com/UL/Home.nsf/3f2a 1 add07a0562e0625690d0051 acec/ccb61 c04e... 6/10/2005 Ultralirier B�oiler Truck: ''A" Station Yage 2 of 2 uge: �`'-:' .:. �;) ��: �l, �� '�; .:-:; � =. The "A" station pressure MUST be monitored independent�y from the boiler pressure. Although the "B" sta�ion is not actually part of the boiler. truck, the integral relationship b�tween the "B" station and the "A`' station needs to be acIdressed herein. The "B" station operator must closely communicate and work with the "A" station operator to control the processing temperature an,d pressure. T'he "B" station operator is in the best position to recognize the need for alterations to the volume of steam and/or a.ir as released from tlie ''A" station. The "B" station.flow control valve (yellow handle) together with the "B" station pressure and temperature gauges are tlie `primary means of mon.itoring and controlling adequate temperatures and pressures during the installation process. Extra precautions should be taken to ensure the proper functioning of the "B" station gauges. Installations should not be attempted with broken or improperly functioning gauges. Rel'evance of the "A" station to the Installation Process: : The.:"A" station operafor controls the initial temperature and volume of steazn entering the � �i�eliner . +� The "-B" stat�on ogera.tor controls the processing pressure and monitors the resulti.ng tem erature. � The "B" stat�on operator cominuriicates with the "A" station operator to request alterations to:;the. ;'va7u�e of s:team and%r air in order to reach the required processing temperatures and.pressures. .:� ., , . .. . a _ - :� :: ., � ome About Us ontac. oducts [Installationl : L��S�]. : ra orums fWebsite Search],(Website InfollTrenchless Industrvl ; e ister (Request Contactl jRepuest Literaturel flVotifv Us about a Projectl IContact Webmasterl _I�LT�f�lI�IEC� :t :- Rev: l/9/2002. t http:/Iwww:ultraliner.corri/UL/Fiome.nsf/3f2a1 add07a0562e0625690d0051 acec/ccb61 c04e... 6/10I2005 � •.. �� . and is provided as an ltraliner, Inc. does not iner's .installers _to llowing information se, and capacity of ment and the An air compressor with a minimum output of 175 cubic ��et per miinute (cfm) is required to process the pipeliner. Such volume is necessary to sufficiently cool the pipeliner prior to depressurizatian: � . ..._�, � _.. Compressed Air Reserve Tank: ; � Insta'Ilation: Ultralmer Boiler Truek:. A.ir Systein :Ultraiirier Boiler Truck:-Air System � � � Page l of 3 A 2fl0 gallon air reserve tank provides compressed air on demand for filling of plugs without constant running of fhe air compressor. Note, however, that the air compressor MUST be run to have sufficient volume to cool the pipeliner! http://www.ultraliner.com/UL/Home.nsf/3f2a 1 add07a0562e0625690d0051 acec/74921f63 a... 6/10/2005 1 �'� �,� �.. � Installation: Ultr.alrner Bo�er .Truck:_ Air S.ystem �� Page!2.of 3 „.� .� � � �,., f', M f ; �'�f'. , ':y v. N � �' Air. hose & conneetors: 'Tliese valves are used to divert air flow through the after- cooler when chilled air is required. The air from an air.compressor is at an elevated temperature. and must be chilled to permit proper cooling of the pipeliner. �An after-cooler is immediately available and when progerIy conf gured can chill the cooli.ng air to as iow as 50 degrees F. A manufacturer.shoutd be able to properly configure an after= cooler when provided.with the air compressor maximuai teinperature. and the cfin output. Proper ventillation of the . after-cooler is critical for optimal performance. � An ice bath is an excellent supplement to the after-cooler for further cooling of the air andlor as a back-up i:n case of after- cooler maintenance. problems. Ice baths are simple and : inexpensive to. consti-uct using a drum and copper tubing. Wlien properly used an ice bath can sufficiently cool the pipeliner, however; ice baths can be a hassle for the construction crews and are often not properly used. I�ue:to the � simplicity of use for..the construction crews, an after-coqler is the prefened. air chilling method. The "A" station air valve (the yellow valve between the two gauges) is used to adjust the volume of air from the air ; compressor which mixes at this point with the steain from tfie boiler. By adjusting.the air volume at the "A" station, the temperature and pressure of the steam entering the pipeliner can be controlled. A retractable air hose.and a variety of air hose connectors pro�ide convenient access to compressed air for a variety of uses; http://www.ultraliner.corn/UI,/Home.nsf/3f2a 1 add07a0562e0625690d0051 acec/74921f63 a... 6/10/2005 . . . .. � . .,.�:. �. ... .' . - � -. Instailation: Ulti�aliner B.oiler Tnick; Air System r �y � ,� �. Pa.ge;3 of 3 .. . : i Relevance of the Air System to�the Installation Process: . Compresse.d ,air is required to inflate the flow-through plugs which aze used to send steam tlirough the lumen of ttie pigeliner. , �_ , • Compressed a�r is also used to proyide increased processing=and blow-molding pressure, while sunultaneously controll�ng the temperature inside the pipeliner. . During the cooling period, the compressed air is used to maintain the intemal pressure on the pi�eliner wtule the pipeiiner cools: : .- An au� compressor alone, is incapable of sufficiently cooli.ng the pipeliner. Once the "B" station ;temperature has Teaehed the output: temperature of the air compressor (which is always high'er. than the ambient temperaturej, an after-coole� is then used to further lower the temperature to at � least 90 degrees F. Tlie cooler the pipelin:er at the ti.me of depressurization, the. tighter the ' pipeliner wi11 �fit.�Many crews routinely eool the pipeliner to 80 degrees F or below before : depressurizat�on to ensure an excepdanally tight fit. me � jAbout Usl: � ontacts jProductsj fInstallatiotrl - jFAQj ibr orums jWebsite Seazchj fWebsite Infol rTrenchless Indus�yj Re 's r 1Reouest Contact f Request Literaturej INotify Us about a Projectj j_Contact Webmasterl � U�.T�i��i�iE� � Rev:2l1;4/2002 �"' - .�! , . http://www.ultraliner.com/UL/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/74921f63a... 6/10/2005 5- `�: �_ �: Fns.tallation: Ultraliner Boiler Truck: Electrical System �' ' page; l of 3 � UltraIiner �oil'er Truck: �lectrical5 stem � ' ; :_ - �-: - ; . � .., : . � -a,3y . ;: .. - �k. : _ - - i, i ' , : . ,.,. _, ....:; .:: .. :::. � ` >. i . . � � • i� . � . . .:, i. . . ��':� �:�' . � ..:. " 4�.,� ..:I� � .. ... ' . . . ! . . . � .i � . . . , ` ' . . � ' . .s _ �?F: .... . . ' ' . . Important Note: The following boiler.truck:configur.adon is used...by..LJltraliner's Fi.eld Service crew and is.<provided �s an ezampie onIy. Ultraliner, Inc: does not end"orse the use of any. particulaz manufacturer's equipment. .Ultraliner, Inc :8 ' s not specify equipment requirements, but rather offers inform�on regarding the general practice of Ultcaltner's�installers t�o provide guidance in a contractor's selection of equipment: The interpretatton and applieation of the; following information rests solely �vith the contractor. Each contractor must iadegendently;deterFnine the cost, size, design. use, and ca aci 1 p �� ty of their own selection of equipmen� Each contractormust:independently insuie:the safery of their equipment'and ttie. compliance of their equipment with local and national regulations. - . : Generator: - ; � i • Most boiler trucks require a generator with: a.mi.ni'Tr,um ou�put of 15 kWatts. The 220 volt 3 phase power generator on tlie :` UItraliner Boiler Truck has 35 kWatts of output, the extra power is very convenient for n.inning,fights, power tools;'etc . as ; needed. The LJltralinerBoiler Truck uses a diesel power.ed� generator to simplify fuel supply issues. ' �. , . , Centralized Boiler Truck Controls: 0 This piciure shows not only the fuse box and prirnary power control panel, but also shows the_ boiler water le�el safety ganel and the boiler fire control panel. For close-up pictures of t11e. various components click on the image map. ; NOTE: There aze plenty of extra 110�I and 220V power outlets located azound the truck. These conveniently supply powe� for lights, power tools, etc., as needed. � http://www.ultraliner.corn/LTLJHome.nsf/3f2a 1 add07a0562e0625690d0051 acec/6953 d5cb:.. 6/10/2005 '_ _ J .......�. �`', . ,,,`,r .. F-�-. � Page 2 of 3 A conveniently located master fuse box simplifies operat�on, and mai.ntenance. The U1traliner Boiler Truck conta:ins only gror�nd: fault protected circuit breakets. 0 i With electronic controls of the generator; the after-co.aier, the boiler fuel pump, the burner, and ttie overal:l:eIectrical s.y_steir� located at the rea.r of the truck, the felc� personnel can operafe most of the boiler truck. components�while:�losely moni�oring the "A'' sta.tion:.If ari`emergency oecurs, any component of tfie - truck•can be shut down from. the rear of the truck. �:, Power Cord Storage: . "� You can never have eriough exterision cords at a jobsite: Convenierit storage keeps them readily available; untan:gled; and: out of the way. http:/%www.ul traliner.com/UL/Home.nsff3f2a1"add07a0562e0625690d0051 acec/6953dScb... 6/1012005 Panel: !''':' � ,''.1 �� : � rage J oI :S r�� Relevance of the Electrical System to the Installahan Process: '• Electriciry enables the use of simple electronic ignition and controls. of the various iioiler truck components. . • Ele.ctrical. outlets located around the truck provide convenie�t power for;lights and power totils ' : Many installers prefer to use electric:powered saws-alls and au� blowers�for convenienee and`;ease : of mainfenanee. :< Quick 8i si.mple availability of power-increases tlie productivity of ttie crew, . ome About Us Con cts oducts flnstallationj,. FLAs21 i r orums .1We6site Search] IWebsite Infol ITrenchless Industiyl e" ter 1R�uest ContactllRequest.Literaturel fNotify Us about a Projeetl iContact Webmasterl t�L�[�(�it1NEf� ' � Rev:1l9%L002 � ; , � hitp://www.ultraliner.com/UL/Home.nsf/3f2a l add07a0562e0625690d0051 acec/6953d5cb... 6/10/2005 Yage 1 of.3 �, . ;: :, f('.` .,,; � . i � �-�' " A , . . � . � . Important Note: The following boiler truck coafiguration is used.by Ultrtralin.er's Field Service crew and:is provided as an. exampfe only. LTItraliner, Iac. does not endorse the use of an 1 ui ment reqnii�ements, but rather offers informati n regarding t�liegeneral pra�t� e of �Jltraliner's�nstal(e a os not ��i' �1.. P provide guidancein a contractor's selection of equipmea�.The interpretation and.apphcation of the follow�n �nforma.tiori.. rests soleIy wit� �e �n�ctor. EaCh contractor musf independentl� determine the cosf, size, desi use and ca aci their�own selectioa of equipment. Each contractor`must independently: insure the safe of their � � P h' of com�liance of the�.eq�ipment cvith locai and national regulat�ons:.. ty �I�Pmant and the • By sepazating the fuel tanks for road use and off road use,, . substantial fuel`road.`taxes�ean be-a�orded The off roac� fuel ` tank of the Ultraliner�Boiler Truck has a I00 galIon capacity and' is used for the boiler, �tie generator; ;arnd the air com�ressor: " - . Note: Dtesel powered equ.ipment simpl�es fuel supply issues Some altemati�e fuel sources, s�cfi,as propaue,; can h;a�e : pei%rmance probiems under ct�id weather con�ditsans: Maiiy feld crews seem to �ave di�culty, ensuring adequate availabiiiry �f alteFnative fuels. Tfie fuel valves eontrol the fuel supply to�the generator and fo. ttie boile"r. A fuel filter is also placed between the fuel tank: and' the equipment: � :: �. http:/lwww.ultraliner.com/UI.1Home.nsf/3f2a}: add07a0562eQ625690d005 i acec/767084'ti l... 6/ 10%2005 Ultraliner�Boi�er Truc�k: FueI �. ;stem: �e� Valves: �; � ` :; .� rage 2 of 3 Tfie boiler air compressor is used: to atbmize the fiiel - Atomization results in a:cleaner burning boiler with`greater � fuel e�ciency. �� .._ti T-he fire controls are used to ad�ust the flame height to low;or ` high; dependnig_ upon the desired boiler femgerature: When tlie pipeliner is being pre-heated rn the reel tsatier; the super heafed steam drops to 222 degrees F within the unpressunzed trarler; regardless of �he boiler temperatur� Thus �utule pre heatsng: the.pipeliner in #he reei trailer, a higher bo�eL#empera�reFv�r;ill. � release.more thermai energy faster without altering the temperature to wluch fhe pfpelinei is actua'�ly e�p6sed�= _- During pipeI�ner process�ng, �he boiler temperature �s gener�l.ly Iowered by adjustmg tlie flaine heigh� {Note Tlie adiiit�on `o� : compressed au� helps. to furttier lower the :tempeiature to �Iie-: : desired. range, eyen when pressurizing the:pipeliner 'i'he - addition of air a1sQ results in a"dner" stea,in Ho.we�er; the � ternperature and volume of the actual stearn introduced into4fhe pipeliner will determine the ttiernial energy available fo hea�'' : _ the pipeliner and will greafly. affect :fhe requuect processir�g ,- tirrie:] Boil�r. Fuel.Pressure Gauge . &z FIame VVindow: . � . Fuel pressure gauges ar`e place,d thro,ughout the fuel systern to assist in ina:intenance arid troutilesho:oting :�'FI�e flarne windav�_ http:/'�'www.ultraliner.com/tJL./iiome.nsf/3f2a 1 add07a0562e0625690dQO51 a.cec/76?084b 1:,. 6%i 0/2..005 . .. �. . _, ; �. ;�. . . , : iu��n��auvu: vivaluicl 1�U11C1 iiuva. 1'UCl Jj�SlCII1 Yage 3�of.3 � 1� � aliows visual:confirniation of fhe bo�ler operat�on.: � �'� � : . Reievance of the FueI System to the Installation Process: « Without fuel the boiler and the otherequipment>will not fire and-the.pro�ect often;cannot be :'-. completed.. .. Despite the eriticaiity, an adequate fuel supply is an often over=iooked maurtenarice� issue amori:g : : inexperienced crews. � • Tf�ie si�npler the fuel system is to �maintain; the more productive tlie crew-will be: ome (About:U,sj Contac odacts jInstallattonj . �\ fFA01: ibr oru�vs (We6site Searchl IWebsite�Info11'�'renchless.Industrvl . e ister :1Request Contac,t1 fRequest Literature] INotiiy Us'atiaut a Piojecti: f Confacf WebmasEerl \_ ' �L�i��LII�I.�� • Re.vc 1/9%2002 http:{/www.ultraliner.corn/UL/Home.nsf/3f2a1 add07a0562e0625690dQ051-acec/Z670841i 1,.. 6/10/2005 - ,b,. . .... ✓ �`' � : �%-,., �, � Boilers tend to be prefened:by tt�e majori Licensed Instailers 'T'!ie Ultraliner:Boiler horse power (hp), 1 QO;a00 bntish therma� a 6b0 gallon water capacity �If sucfi a bo� during an installatior�; there is generally s,t capacity to complete ;fiie installation of tttF of:Ultraliner's �r breaks down` ` �cient reserve line segment. Most.Ultraliner,Licensed Installers:�a�e a IOQ_hp (some: even � have SO;hp), ��,�� b�'bo�ler with a 3(iU,gailon (some>even: `: have 150 gallon)" water;capaciry Tfie smaller boilers do not have suff cient capacity for larger diamefer pipelmer; installations. The typica1300 galion� boilers do not generallq . have sufficient reserve capacity to complete an �iilstallat�on -if the boiler breaks down: Steaiii geriera.tors� have no reserve capaciry. Many of the installers wtio use steam:,generators will have a back-up stearn,generator mountec� :in the :truck : In; sizitig a boiler or steain, generator; tfie capacit3� �oz generatuig � sufficient thermal energy (btus) is of utmast importanee. Proper boiler or stearii generator maintenance is critical to-feld crew productivity. � The.boiler exhaust pipe on the U1ti�alrnerBoiler Truck is : UltraIiner Boiler Truck. Steam s stern Important Note: The following boiier truck configiiration is used by Ultraliner's..Fiel.d. Service crew and is provided as;:an .: eza�iple only. LT1�aliner, In�, does not endorse the use of any particnlaz uianufacturer's.eiluipuienL L3Itrahner, Inc does iiot specify equipment ieqiiirements, but raiher offers information regaiding the geaeral practiee o.f.:Ultraline�'s. iastallers to : provide guidance in a contracto�s selection of equipment The interpretation and :appLcation of ttie foilowuig informahon restssolely with the conhactor, Each contractormust`independently determine the cost, size, desrgn use.,;and capacity:of theii �wn selection of equipmen� Each contractor must independently insure the safety of theu: egiupment and`ttie � compliance o€ their equipment with local and national. regulations: retractable and designeet to �xit the:side door of.the tiuck By avoiding cuthng the box, Che risk ofa leak:at t�ie e�aust pipe exi.t was elitiunated, fHereby siinpltfy-ing truck rriamtenar�ce: ' _ http %/w�vw.ultraliner.com/UL/Home.nsf%3f2a1add07a0562e062S690.d0051acec/fi03073d8... 5/10%Z005 -., ------ rdge � or 3 ��1� �� \ Pipe: "Y'he steam pipe should exit the bo�Ier verticaily and:exten� upward as far as possible pnor to divertuig downward and to; . the back of the truck. T�ie. vertical section of the steain pi�ie will permit water. to condensate and reduce the. ma'istur� ui> the .. . ,:.. mun steam line: � The "A" station contains a steam. val�e (the blue haridle at;:fhe top right comer of ttie prcfurej which r,ontrols the volume of' �� ,� �� steam entering.;fhe A station `•I'fie A stat�on:. also contazris gauges for moaitonng the temperature and pressu.re _of the _ steam leaving ttie bo�ler truck Extra precauttons should��,> taken to ensure the groper funet�oiung of the. "A" station gauges. Installations� should not lie attempted with broken or improperly functioning gauges. � A water trap IVIUST be placed after the "A" station at a lower height. The steain pipe should exit'the water trap and tlien' extend upward to:tbe steam hose connector. pipe. The water trap will help to purge water condensate from:the steam lu�e'to help prevent excess moisture from: entering the pipeliner. Excessive water in the pigeliner can result in steam surges which behave.like a water�hammeF: There are several types of steam hose connectors available;: Some steam liose connectors may not be OSHA appr.oved for confined spaces; CaiiiLocks are not�recommended €or'use in this applieation. "BQSS" fiftings are widely used by Uitraliner Licensed Installers. - � Steam hoses MLJST be abie to withstand at Ieast 250 degre,es F http://www.ultraliner..com/UIJHome.nsf/3f2a1 add07a0552e0525690d0051 acec%b03'073d8.... 6/10/ZOOS Steam Hoses: Yage 3 of 3 ' ' � I� � and should:-be equipped w'itti safe fitttrigs., "B.OSS"- fit�ngs are �-- ., �, widely used'by Ultraliner Licensed Installers: � .:.;1- _ ;,. � ��. ; � , FIow-Throu h-Plu� s: � ' : Flow-through plugs MLFST be able to tivrthstand at least 25b ' de ees F �, g�' and should have, at muumum of a.2� openulg m=the flow-through plug to enabie proper steam flow IVlost Uitralirier Licensed IristalIers prefer #lovw tbrougY�plugs wtuefi do no,t '. have metal restraining rings at ttieir erids A:cbntractor should have a full range of flow tlirough plugs. Plugs, aze generally �. sized across ttiree pipe sizes (i e a 6" S"-1Q" pli�g, or' a 8" :1�;0"= 1;2" glug) A plug shou�d only be used in a pipelmer correspondmg:to tlle uuddle s�ze: The sma}lest allo�vable. .:: dimension is too Iarge ta fit: in a pipeliner of the sairie noriiinal: ; siie. If a plug is rou�inely used at: the Ia:rgest allowable % dimension, the'nsk of pIug�fa�Iute'will gieatly;inc�ease `B" Statigir:, _ .. � ' . _ .� Although not actually part of the °boiler tiuck; fhe "B';: stat�on is a critical component of the required steam sqstem. Tlie flow. • control valve (yellow handle) togeiher with the pressure and temperature gauges are the primary means af confu7rung `' adequate temperatures and piessuies during tfie mstallat�on :`° process: Extra precautions should be taken to easure th� proper functioning of th�':B" station gauges 'Instaltations should t�nt be attempted with�broken or unprgperly functionmg:gauges. - ,,.,, _ � - .. Retevanc� of-the.Steam System to the Installation Processr ;.. • Steam:is.required,to heat the pipeLner to render rt`soft and therinoforriiable (so that it caii be < , ��blow.: molded"). . � :. ... . • Stea.m transfers heat more readily than hot air. Steam is more efficient;and can go:-to higher temperatures than hot water. • Proper steam system maintenance is critical to field crew productivity:. ome A oat Us Contacts od�cts :.°fInstalIat�on� : FA ibr orunns (Website Search.� IWebsite Info� jTrenchless Industr�,l: . e ister 7Request.Confactj, (Request Literaturel INotify Ils afiout a pro�ectllCvntact: Webmaster� [:�kT��:L1}�I€(� Re� 1/9/�002 http:/%www.ultraliner.com/UL.1Home.nsf/3fZa ladd07a0562e05256SOd0051 acec/643073d8... 6/10/2005 u-- -�.� vvuuvlJ .. D..:= ��,. 4 �� > ,} �- Gauge: a Boiler Pressu.r.e Gauge: � I I . Page 1 of 3 ttrols� - -t�at Note:.The following boiler truck configuration is vsed by U1craliner's Fie1d Sernce:.crew and �s �l'e on1y. LTI�ali.ner, Inc, does not endorse: the use of an provided as an, ., �' . ui ment ' Y Parficular nianufacturer's eqeupment Ultralmer, Inc �ces'>abf .. ,. �I . P reqwrements, but rather offers information regarding the general practice of FJitraliner's instaliers to: e. S�dan�e in a contractor's selecdon of equipment The interpretation and apphcation of:itie followmg iii�'orniatioa' .. �IeIy wif[i the eoIIGractor. Eacb coniractor must independently deternvne the:cost, size, design use, and capacity of . � select�on flf equipment. Eaeh contractor: must independenfly insure the safety of theu� eqmpui.ent and-:ttie ance of their equipment with local and national regulaaons: :r Higb/I,ovv Temperature _ r.ol: - . � g . .P� .. The: boiler Yu h/Iow temp rature -control is a thermostat whlch controls the ternperatiires at wluch the boiler flame extuigutshes and reignites: Tlie boiler temperature 1VfUST be momtoreti independent�y f�om t�e "A" station temperature The optimal feinperature �iill vary from boiler to boiler. '.The boiler pressure MUST be #norutored inde:pendently from �e "A" station gressure:,The boiler pressuie sfiould never be `perm:itied to •exceed the lio�ler rat�ng or to be in .viotat�on of : - . relevant regi�lations":. ` httP://www.ultraliner.com/UI./Home.nsf/3:f2a1 add07a0562e062S690d0.Q51acec/afl�� l df41..: 6/10/2005 � ` iust�lation: IJltraliiier Boi�er Truck: Bo�ler Gau es and"Cortfrois � � � �� ' g P:age�..2 of 3 ;.....;:._ <�. ..._-: : . ... . . .: : . . ... : .....,-; : ;.;.....:_ .. . ; l, . . ., ,. ; �< � .. ,. . � - t, �- , _ -. � . ' . . . . . • . . �� . ' . . ' . - '. t'. . ' . . ' . . . . - . '.'1 � . � � ' � . . ' ' . . .. . .. . .;:� � .. .. . , . . , . _ . . . . , ' . . � - '' . . ' \ � . . .. . � . . . � . ' . . � - �. � . ' '; . ' . _ : .. • . ... ... . . .,� : .'. . . . . .:.: � . . .. � .. -. . . ' . -: .� j : ;; . . :.:.. x _.,;... . . .. . . ' . .. " . . ' '. :�....., .. .;' .' . �..:r.- . .. _ , . . .'� . :�." .' �. ..,. ... -. . . . � -. °..._... . � . : � . .'-�:." . . . ... - . . . . _ . ._ } : - ': � . ..:'.." ' . .. . . . . � � ' i ' - . _ . . � i . � .. . . . � . . . . . � . _ :' 1 . . A�s��arf of:the �Yater . ctpm;. ; f Li�c%-o�c W�te�- I;evel �& Pressure , � _ � _ ,. +Cant�ois� . . � ::: � � . ., Water level is critical to the safe_ operat�on of a bo�ier High or. . low water levels can be darriagmg to. the boiler arid can be�, ' extremely dangerous despite other s:afety precautions � Automatic; electromc controls of boiler water levels and i - pressure with emergency shut-offs>and alarins are reqwred by . law: •The tJltraliner Bo�ler Truck has redundant'safety controls. ; _ . . . , _ . . . . . . . . �'' 3-. -� . . . � . i � � __ i . !. - ,-.:... , ,+:, ` � . . j ,. , . � ater vel Site Glass . . ,_ , . &_iVfanual Controls: The water level. site gla;ss provides a: visual confirmat�on' ` the bo�ler water levels: Manual controls are a�ulable should. e. � electronic controls ever fail to operate properly ` ";` � i � ' . � :i � _ �. f. ; ; Also part of the Fuel System: . ; Boiier Fire Controls: � i The fire controls are used to adjust the flame.height to l'ovq or high, degending upon ttie desired boiler temperature. V�tien-the pipeliner is being pre-heated in the reel trailer, fhe,supeT=heated steam drops to 212 degrees F within the unpressurized irailer, http;//www.ultraliner.com/UL/Home.nsf/3f2a1 add07a0562e0625590d0051 acec/afb31 df41... 6/10/200� _.,... � lnsta!lation:. Ultraliner Boiler Truck: Boiler Gaiiges and eonti�ols Page{3;of 3 . {. regardless,of the:bo�lertemperature, 'Thus`vvhile pre heatu�g the, ,' ` �--: �. : pipelmer in tfie reel trailer, a htgher bo�ler, temper�ture=will '" '` release more tharmal ener g y faster without alterin g the� � _ temperature to w�uch tlie pipeluier;is actua.11y exposed ;�:. ` -, 1 Duri�g pipeliner processmg; the boiler temperature is generally °� ._. lowered by ad�ustvng tlie flaine height [Note Ttie addi't�o�. of - . comgressed air iielps to: further lower the femperattue to the ,.. �- -. desired:range, even when pressunzing the.pipel�ner Tlie 7 � addit�on of au� also results in. a"dner" steaiYr However, "th� temperature and voiume of the actual steaxn m�roduced�mt� the,. :. pipel�ner .will deternune the thermal'.energy available torheat the - pipeluier and will greatly affect the reqarred processm�; �ime � . - _ , � Boiler �el PTessure Gauge &�F'lame �Y�ndo�.: :: . ; _ . , � Fuel ressure au es are laced throu �ut the�fuel s ste�n to : P g. g R � Y,, assist in maintenance and troubleshoot�ng: The flame �cindavv ; � , allows;visual confirmation of.the boiler operat�on: � ,. ,. ;. �: . � . . : . 1 .,��..::. � . . � � � � . . � � �. �� i�-�� ... . . . . � . . . . . . . . ' . ' .. . .. . . �.,... . , . . . . .. . . -. - �. . ..;�.�: � :...�. . . � . . . �. _ . . . . . ... � �. . � - ' , � : � � � . . . _ " .. . � 1�.:� �_� . . . �-- `` . . . . . ' � � . . � � .� � ' � . " � ' . .� . . . . � . � . � . . . �.. �<. -� . . � - � . � . � � _ � . � i .. . \ . . . . � . . . . -- . . . . '� ' . . � I. �. ' . . . . . ' . . . 1 , . . ' . - ' , . . . ,� Releo.ance of the.Boiler Gauges and C:ontrols-.to tlie Installai�ion Process: ` i •`i'he vanous fio�ler gauges and controls help to,ensure th;e safe generat�on of steam ;{ _. ; . - _ .. ° �-_ _ ' . ome fAbout Us ; C ntacts od�cts stallationl . 1, _ E� 1 fFA01 ibr orums ;1Website.Searchl IWebs�te Iafo] j'Trenchless IndushvT . �. e ister :fRequesfContactl IRequest I;iterature] 1Notify: Us about a Projectl jContactWebmasterl : ;: ��.Li�i��` • . . . . Re�: i`�/2002 ,. - , ; ; r . ; � � ; http://www.ultraliner.com/LTL/Home.nsf/3f2a1 add07a0562e0625690d0051 acec/afb31 df41... 6/10/2005 � Installation: Ultraliner Boiler Truck: Water Sys.tem >`::4:: . : � . . i ' . ' i,:�:.-:;. . .. . Im„portant Noie: The follo.wing boiler truck.configuiation is. ezatnple oniy 'UI�almer, Inc. does not endorse:ihe use`of aay sge��fy equipment requirements,..but rather o.ffers inf`ormation :t pro�de gvidance. in a contractor's selection, of equipmeni. Tfie..i re.'s:ts solely witi� the contractor .Each contracto,r must;iudegend� their o�s+n.selectioa of:equipment Each contractos must indepet compliance of their equipment with local and national reguiatio V� , �eec� _ . ,: 4 , . ' PageFl .of 3 �� . � ,�:..: -.,; . .. >._ �... ;. . ; ;. � t . ,, �: :. 1 , i... �. _ . . �.: i.��. � . . ;.. i..... :, , . � � � . i: . . � � :- . � i. nine the cost, size, ire the safety of the rew ana is'pzoviaeu as an it �Ultraiiner, Inc does not: n�ner's 3ns�ers t� ie folloqxng infornia€ion , 8�,use, and:�capacity'of .,: �uipment and the i ' . ,� { , _� . ;af,er . .:,_ , . Yaloes .& Conneciors: , , , � , - , T�ie abiiitg to imtnediately fill the boiler and the reserve.=tank : from any of a variety of water.sources (various rypes of fiiye plug connectors, garden hose,jetter, etc ) can si�cantly! increase groduct�vi.ty Addit�o.nally, water flow can be reversed` , to permii washing"of hands or eleaning of equipment `� ' -�x- , .. ; �. . � _ � . �: : : ,, The Uliialiner Boiler Truck has a 325 gallon water reserve tank ava:ilable for refilling of the boiler, as well as for addit�onal uses: ; http://www.ultraliner.com/UI.lHome.nsf/3f2a 1 add07a0562e0625690d0051 acec/0917bcbc ; � , � � � .. 6/10/2005 used .by :Ultralia.er's Fie1d Service � parncular manufactui�er's equipme V��aiei� Pump: - ,. -.. � 7nstal�ation: Ultraliner Boi�er Truck: Water System `" � . .. . - ,. Pag� 2 of 3 . �. � . � �, _ _ Z'he Ultraliner Bo�lei Truek has a 150 psi water pnmp f�r� . - - automat�c refi.l]i�g o� �e bo�ler from the water reser`ye � ' - When selectuig � water pump, lt shou�d;be reco . � . o'rdez �o effectively f �l-a €'ired boiler, tfie tiyater �zed �fiat :iri: ' generate sufficient gressute to overcome the _tioirl�erl� ms �t P ure. � - '. Tlie flow from the water um can be diverted to an' exterpai connection which allows the water pum to fiiiic - pressure:washer `� _ t�on 4as a - - - - �. , � .. ,.,. , : ;. - - � ; �eet�o��c i�ater _�.eveT: : ' ` � ��ss�re:�nnfr:oLs• _ I' Water level is critical to the safe operarion of a boiler Higli or low. water levels>can be dama n to the boiler and car�. ��{ ;. � g,. extremely dangerous despite other safety,pre�autions ';' Automatic, eIectronic controls of boiler water ievels and � pressure with emergency shuf=offs and al ` � law. Tlie Ultral�er Boiler Truck has redun� ��e�, ca �o s t . ; . . . ' . . . . .. - � 1 . - � . � . � . . . . .i .. � . . . . . . . . . _ . . . . _ . � . . . � . , ' � .. . �:.�. . . . _ ' . . . � - . .. � . "" i �.. : � . . \__ W�ter Level Site Glass � & �C�IaIIual:Controls: i _ The water level site giass provides a yisual conf'irmat�on� oi the boiler water levels. Manual cdntrols are available. should:ttie � . eIectronic controls ever fail to operate properly :`:, ' ;: , - � � ; i , . .; _ ' , �, � + � -_ -; i. . � .. . ' . . - � . . � � . I . . . . � � , . � � . . . , � - .. i . . . �> . . � . . , . . � . .. . . . . ' . . _ . 1 Boiler Flush Valve: 'The boiler flush valve is located so as to drain the boiler from the bottom during periods of inactivity. Routinely flush:ing the boiler removes sediment and is critical to proper maintenance and performance of the boiler. . http://www. uItraliner.com/LTL,/gome.nsf/3f2a 1 add07a0562e0625690dQ051 acec/0917bc bc_.. �/� ni�.nns . . . . . . .. ,, : : :.: . ;.: � :>::: ` Installarion: U�traliner1Bbiler�Truek Mtscellaneous . ` .-. ' Page 3. of 3 ; , i. om u Us n c ucts fInstallahonj • . 1FA01" ib �- 1 � orums fWebsite Searchi -�Webstte in�ol !�'renciitess IaduT _ � ;, e�'. L�9�iest Contacfi fRequect=Literaturet j1�o�y, {�s alioui a Prorect� lContact We'li�asterl::._ �. � ` IJ�.'i`�t�t�1�IEt� � ' S , � ' REv �1/9f2002' . ; • ; ; i - � �. . � _ . i. ,. - � . . .. "_ 1 ' � .- � .. .� - � , . ; • : � � - � , ; : - j: . I. . . i , • � �" � ; , j \ ' ! , ; � �. , � ,• I - ; � ; ,. j i . i � . '� - . �_ : i � 'I i j . ' j _ ; � . � , � ; . .. � . i I , . � I � , i ' . . ; � . . . . � � � � . . j . i i � ' .� � � . . ' . , j � http://www.ultraliner.com/LTi�iome.nsf/3f2a 1 add07a0562e0625690d0051 acec/0728d919... 6/1Of2005 �J,�u�•�Ll. �lu4uuor �uuer irucx: wa�er �ystein � Page 3 of 3. - i � Si : , �I i .--. _. '� _ . �_ r - . Relevance of the Water Spstem ta tbe Installation Proeess: = •: P'roper boiler water levels must be maintained to ensure safe operation and su�cient;generati;on of steam. ome_ A uf Us Con ts - oducts 1Installahon1 ' IFAQI . ibr orums (Website Seazcfij. jWebsife Info] 1'Prenciiless Industrvl : e ister 1Rer�uest Contactj fRequest Literaturej fNot�fy Us abo�t.a-Proiectl ICorifa�t Webmasterl. �. _ _, �L��i��i , � Rev 1l912002` �-.. � ,. � . . �. .. , littp:/Iwww.ultraliner.corn/UL/Home.nsf/3f2a1 add07a05:62e062569Od0051 acec/0917betic... 5�10/2005 rag� � dr :i f--� eza � ��=. �- ant Note, The following boiler truck configuration is used b Uitraliner s Field Sernce crew and: is rovided as an on1y. LJlt=aiiner, inc: does not endorse ttie use`of any particular manufactiuer's equipment LJltraita e, Iric does_nc�t equipment requiremeats, but rather offers inforination regarding ttie general practice of �Jltra�riei`s mstallers to" . 8uid?nce in a contractor's selectibn of equipmen� The inEerpreta6on and appl�cahoa of the .�ollowing informat�on ._ 'eIy with tlie contraetor. Eaeh.contractor must independently detiernune the cost, size, design use�and capacrty of �n setection of equipment. Each contractor must indepeadently u►sure'.the safety. of:the�r.equipment and�tFie ace of tlieir equipment with local and national regulations. -- � ; � . � �,� : { F Y � ! 1 Y+ ;: f 2 y s £ cty,.- ss..e•+' ` �fi.F � v y ��3 h y-�� s'�siM �''�t .. .1. � II I _ :�3 1 9�.c � 1 r. . •,, k i✓ .' S.�_-c ', � t S �� i jj� � � - f - L..�... .-. x-i. a �,�,+ a �'a�e �-i"�.,,�,v�t�ner�s.,. � �, �$.• 1 3 s' F � . .s ��fEU� �.. � t '' .� - . i. }�' 1 F �O . �,' � _ y � . - .'..w II€.�,,, � L�' 2 � � :�lE � rests 'sa theis. o� Stora:ge.Space.& Spare Parts: !�`. ' For.proper and safe �operation a bo�lershould tie ieveled:: Independently operated left.:and �ght�acks facilitate'rapid'< - levelirig of the. boiler;truck :Le�eiu�.g�acks uriprove: . productivity and decrease:wear and tear:�on ttie`truck: The.steam hoses aze stored in compartments e�endrng �e length of the LT1:traliner B otler �'rucl� �`hese co�garh�ents keep the hoses'untangied, out of the way and Ymrnedrafely and easily access�ble. The rear tool box provides convenient storage for the:inost '. �. commonly used tools and pl�ugs. T�ie too�`box lid and`;support `. chains are extr-a: sturdy to enable�use as a�step or sta�id Tool boxes are conveniently�located on e;ac� side of tfie rear<of,, , . _. . � ti�e tnick. _. ... http:%/www.ultraliner.com/UL/Home.nsf/3f2a l add07a0552e06'25690d0051 acec/0'728d919... 6/10/2005 IJltraliner Boiler Truck: Miscellaneous . Steain Hose Storage �`= � ' =; � i :� � hrtp /Iww.w.ultraliner.com�CTL/Home:nsf/3f2aladd07a056�e0625690d0051acec/Q728ii919... � 6110/2005 r s, oses, and ropes have a tendency to entangle>and to-ge�, in the way unless an effort is specifically made to properly : � store them. _ The owner's manuals of a11 Ultraltner Boiier Truck eqi�rpment� ' are kept readiiy available for reference in'a convenrently ', ° mounted compartment. . Relevance of the Miscellaneous Components to the Installation Process: . � - •; Organization and convenience increase produetrv�ty. � ta�C G.Ui J The spaces above,the after-cooler and below the reserve water' ;` ; tank aze used for storagebf spaie parts�`and vanous�eq�ip�ent .:. including a collec.fion of fiow=tlirough_; plu gs'in,s�es u p �o. 24" `' A large selection of spa:re parts are storedwithrn tlie Ultrai�ner ,- Boiler Truck: Lost productivity costs far more than:�he ; expense of carrying spare pai�s in inventory,: , � Cords, Water I�oses, & Ropes ;�e ': : . .. � d }.i. c r -� � � � N .' � �(' Y � '�� Fr�S+�kP�'�y�y, ' "� � �`''t` ' � ;�� " Transm�ttal Forjy'� .s-'s . .S-:.: `I � .;�� t i'�, x:�.a � � t z � y ,�� ' �.'�' .: 2 .1 ° � � . .' . I I / .-� .. , �,4 . i,1 . �'S . ..- F. . . %- ,�t"=, , . . . , � . Company Name L:��y b� `�E,�� Date: 7�� ZS Z� �l Address �."� � �,.h;��..� S�,_.�� 1�.�_ Company: ��, �c�.as'r City, State, Zip ��, �`ti.; a. . �u � o S�` Attention: ��, �,� .— � !�N-a� Phone Number � Z�S , �3�. ^j � � From: G� �'�l� ,��, r�,� �, Project name: L-r'�,Lt��> �� ,�� ;��, � �1I �(I � `� ' - � � _� sg� ��1� `��, . \�' , SUfJf@C%: �� . �. We are sending you: Via; For your: ❑ Records /� se and information � �Approval �Review and comment ❑ Use and distribution ❑ Under separate cover ��Express Mail ❑ FAX Memo; `� , Signed: � � ��." � � �Attached 0 US Mail � Hand Delivery ❑ FEDEX ❑ UPS ❑ Other WMARKETING Submittals.doc t ( ' =5,. . • ' � . `< j %� � � � d � Installation*: Installadon Process for Ultraliner PVC A11oy Fipeliner Page 1 of 5 ' �� Es anol � The Ultraliner Installation Pr.ocess Prior to insertion, Ultraliner PVC Alloy Pipeliner is shaped into a.reduced form.co assist in installation. Once pulled through the pipeline; it is expanded tighdy against the host.pipe. Ultraliner PVC Alloy Fipeliner installs quickly and easiiy, resulting in minimal community diSn�ption. Typically, installing Ultraliner PVC Alloy Pipeliner only requires four to �ve liours plus time for lateral connection reinstatement, but generally results in no sewer service disruption to home owners. Additionally, modest ec�ui�ment requirements result in limited traffic disruption and miniinal disturbance to private property. Furthermore, although Ultraliner PVC Alloy Pipeliner is generally manufactured to order, its uniq�e ability to conform to the host pipe dimensions will permit the use of pipeliner from inventory so that our local licensed installers can rapidly respond to your emergency needs. ITitraliner is there when yon:need us, and then we're quickly out of your way. 1. IJ1traIiner PVC Alloy Pipeliner is coiled on reels providing ease of handling for the installer. 2. 4" to 12" Ultraliner.PVC Alloy Fipeliner is coiled in a ifat_sh;ue and folded _during insertion; wbcreas 15" and larger Ultraliner PVC Alloy Fipeliner is. coiled in an •� �� , . �: The reel of LJltraliner PVC Alloy Pipeli.ner is heated with steam prior to insertion. / 3. The heated Ultraliner PVC Alloy Pipeliner is pulled into a prepared host pipe. Installation*: Tnstallation Process for Ultraliner PVC Alloy Pipeliner � Page 2 of 5 ,�` �;. ,, � [Click Hete to s o -------� A winch is used to pull the pipeliner off the reel and through the host pipe. The flat pipeliner is folded as it enters the host pipe, whereas the "H" shape pipeliner is already in a rednced cross-sectional area. The iJltraliner manufacturing and insta�ation methoids reduce'the cross-sectional area of the pipeliner by almost half. The reduced size, along with Ultraliner PVC Alloy Pipeliner's high abrasion resistance and very slick surface, allow it to be pulled inEo a. pipeline through an eaasEing access point, such as a ma.nhole, without trauma to either the pipeliner or the host pipe. The pipeliner is pulled through the host pipe at a speed of up to 40 to 50 feet per minute�depend.ing upon field condidons. $ecause Ultraliner PVC Alloy Pipeliner is pulled along the invert bf the host pipe (as opposed to being inverted.with 360 degree contact with the host pipe),. contact with crushed sections in the crown of the pipe can be avoided, thereby reducing the risk of collapsing an extremely distressed host pipe during pipeliner. insertion. ('This=is one of many reasons why Ultraliner PVC Alloy Pipeliner is the prefened � choice for rehabilitation of extremely deteriorated host pipes.j ' 4. The Ultraliner PVC Alloy Pipeliner is plugged and is again heated with steam. http://www.ultraliner.com/uUhome.nsf/naees/ULInstaliationProcess ��tni�nn5 � Installation*: Installation Process for Ultraliner PVC Alloy Pipeliner � � Page 3 of 5 f-��. ;;�� .. and downstream) 0 � ,,-� Once inserted, the apsEream end is plugged tighdy against the host pipe and connected to a steam hose. The pipeliner is then heated sufficiendy to relax ttie pipeliner from the insertion pull,�thereby preventing post-installation longitudinai shrtnkage. After the relaxation period, the downstiream end is plugged in preparation for ezp�nsion of the pipeliner. 5.. The Ultraliner PVC Alloy Pipeliner is expanded with steam and air pressure. With the pipeliner plugged at both ends, the pressure and temperature can be controlled at the "B station" to properly heat:and expand the pipeliner tightly against the host.pipe in a thermoforming process similiar to "blow-molding." . . The installation temperature, together with the radial stretching of the pipeliner, aze sufficient to reset the PVC Alloy's "memory". to the new size and shape it has assumed, and to allow the material to "relax." As a result, the installed LTltraliner PVC Alloy Pipeliner will not attempt to return to its original size or shape after it has cooled. � � � 6. The LTitrali.ner PVC Alloy Pipeliner ends are trimmed. a hLtD:IIW W W_ll��i"dI117PT. f`.Alll I11�/I7ATlP. T Cflt�a osac /T TT T.� oM� i�ti�.�Dr�nAe� c it n/7!1l1C' Installation*: Installation Process for LTItraliner PVC Alloy Pipeliner � Pa e 4 of 5 , g .�� ;; � After the pipeliner has cooled properly, pressure is relieved and the flared ends of the.Ultraliner PVC Alloy Pipeliner are trimmed at least 3 inches from the end of the host pipe: .. 7. Immediatelp after the pipeliner has been installed, the lateral conn�ctions are robotically located and reinstated. f"; �;l \ Lateral service connections are located and reopened using remote-controlled devices. The unique Ultraliner PVC Alloy material is more ductile (less brittle) and relieves str�sses more ��-; readily than typical PVC compounds, thereby avoiding cracking or shattering of the pipeliner when the services aze reestablished. : . The LJitraliner PVC Alloy Pipeliner forms a.permanent, tight-fitting new pipe. http://www.ul2raliner.com/ul/home_ntf/navPc/f Tf .T„�railatinnPrn�P�� tii� ni�nn� • Installation*: Installation Process for iJIt.�aliner PVC Alloy Pipeliner � Pa e 5 of 5 g � � ' ��i � �+�'' LTltraliner PVC Alloy Fipeli.ner's tight fit against the uregular shape of the host pipe mechanically locks the luier m place throughout its service life and controls.the potential for gronndwater migration �� between the host pipe and the pipeliner. me 1About U.�j j n �� uc I�n,stallatiog]; CFAOI I'j .��1 I��11Website S -h1�Lyy�site Infol (Trenchlr,�s Indusirvl . e's� �nest Contactl fRequest Literafurel fNotifv Us about a Projectl LContact Webmasterl . ULTt�t�UA[Ef� . �v: s�snoo2 �s G �� ++«1J��W,u1�L'T.COTi�IIUl/l�[1TtlP..17CfITAtrP.CI�TT Tne+al�7finnD�r.nenn L/1A/''1!1(1C' �.�ucu �.orrugatea ripe . = � (the visible riyets show how dghtiy tlie pipeli.ner f ts) �� - — - vs.w.��.�� . y� ��tiOn ie heav►�y mflu� b7l The ro�� af tehsb�litntba P�Peli�° �a^so1 be ffictatod bY � dsdic Pmaduro, qtie toIlo�in! i��°a � wriabb fidd caod�ia�, �4 °0 �°� ��M be LeM oo s thid �11�0° P�O�'. wstet be eoasldered �mp�n' �t)lmorwwled8e �� mede withoat m imm�ate %vm m�t m tWa n8�. of eII cooditiom Paffi�B m��'�� a otfiaw�iie Fcov��O �0° �°D�ea foc a�C ��on I.�y foc vae o� mfocm�a resta eolatY wI� tbe installa. of Ultteliea. In� ro end �1 a�p� $'0m ia�osi� �� pc ��ocy ead wunsel oofld'�deace�� Y �D malm pcopa i�0° decisiooa. ��Iisdon w�h � a nea variabk0. � � m °�� 0 °°°� �� ro dcaw upa° 11'°� � �� oi die� �� on fivm LJNmI�� a imtalla � n° inst°n°�c° mc s�Y . ine. �ea y� � �llstion of Installan rre pk�Y �b �0 �'e dmt t�eiC Pe�°°^d folbw all eppliable {ocal ead natioosl L�+ n�1D8 �}�x PVC A11oY P�P�� 1. Preparatlons for Pipelining necessary rePairs t° the hosf pipe as specified . a PrePare for lining bY m�g �Y ested that the pmject by the project engineer in the contract documenta: It is sugS e�neer consult with the local liceased i�ler to help assess such pmJect �� considerations for pmject speci5c recommendatians. �;. b. Clean and'TV the host pipes to be lined. �e plpeliner. � �, Fill and Sre the steam truck ia preparation for pie-heating ction wit� the d, . Tmportant Note: In no case shaIl a pre-li�►er be ased in conjun . Ultraliner Process. It is iJltraliner, Inc: s bpinion that such pmcesses offer no demonstrable benefits for LTltraliner's Products and 'm some cases may e�!�� prevent the pipeli.ner fiom obtaining a tigh� fit Ultraliner PVC Alloy Pipe designed to enable pmper heat tiransfer through the wall of the pipeliner without �t�rnal geating durinS Pn�� d without insulation from groundwater � �0� ��g� the host pipe and attached to the end of tlie e. A winch cable shall be �► . pipeliner in preparation for pullin8• � � The pipeliner may be pre-heated to an ade�� on temPe� �' reel. �e � preferably by steanung vs►ithin an enclosed trail�viromnentat conditions. Because pr�h�eating temPer�� d�d �°n the on of the pr� � of the many field and equipment varia�l� �volved, the de�� h�g �P�t�e for a specific installation must be left to the licensed inst�l1�' 3 individual expertise. b the inside of the . g, �portant Note: In no case shall steam be sent throug pipeliner while the pipeliner is coiled on the re.el so as to preY�t.un�'� heating due to condensation of steam inside of the pipeliner• � . . -- - ------- --- --- __..._��---r�--- Y;, -- ;;� � ' _ �.� " . .�. ��f:1':- `.^S.>... . . :. _..._n :�� '. ... . � �� ' �i �. ;�� 2. Pipeliner Insertion i eliner to gentty curve �, The pipeliner trailer shall be posittoned to enable th�epA» �ole, as denoted into the "A" manhole and directlY into the host p pe• �k. Preferab1Y, • refer to the manhole closest to the st� �ole. hereua, will always (where:conditions permit) the "A" manhole will be the upstrea �n m�ole to be �t and installa$on logistics maY �I� . However, equiPm h� � to �ich manhole should be the the downstream manhole. The determina . "A" manhole should be left t�o the sole �s�sed to pull the p Pe� o the reel b. A winch, located at the "B manhole,liner is folded as it enters the host pipe, and through the host pipe. The flat pipe �th a reduced cross-sectional whereas the "I-�' shaPe Pip��er is alreadY in a sha� c. d. �' lled from the reel at a�pmxi�tely the same sPe� that The pipeliner shall be unro slack in the pipellner as it coines off �e P�� g p�� e host pipe at a speed of up to 40 to of the reeL 'The pipeliner is pulled through Should be adjusted field conditions. ,SP� �d �e �k of 50 feet per minate deP�� e �� P�g force, according to the pipeliner temPerature� abFasion- » ole ferablY, but not always, �e SuffiCient Pip� � be P�ed 'mto th�e "B �h � i eliner which wil1 downstreams�bole) to aIlaw for the relazation of the p P e��. ,�e �o�t or to plugging of the "B end of the piP occur dunng heatin8 Pn �liole should be based� upon �e difficulty of of pipeliner left in the downs� �� S sole discretion- the pull and must be left to the licensed inst� 3. Relaaing and Pluggi�g �e Pipeliner i eliner is softened with steam su�cient a, At the "A" manhole, the �' end of the p p for a plug to be manually inserted'ovitLin- � 1 when finallY Posittoned fur �,) In ttie c�se of an upstre�m m�ole, the p� always be inserted ins�� e p��er all processing of the pipeliner, shall �e plug sha11 i so that when the plug is inflated the way uP imto the host p Pe �e host pipe, thereby sealiing the SPace ress the pipeliner tighflY a�t �er. This to ent � between the host pipe and the piPe flo g betw eeen the p peliner and flui d s, w h i c h m a y b e i n t h e m a n hule, fro� the host pipe duiinS P�S�g' �1 be inserted uP into the manhole, the plug u,) In the case of a downstream into the host pipe. _� pipeliner but will tYPicallY not be allowed to enter up ch 'I�is positioniag of the plug will provide a"ven�' dunng P�S�g whi - will allow fluids between the pipeliner and the host pipe to flow downstream and escape• i eliner by means of a b, Steam shall slowly be released into the o� s°� �� .�e pipellner shall be steam hose which connects the �' p� for a sufficient d!�ra�on' � determined p ermitted to relaz from the insertion p to eliminate further ��r�g to the sole discrehon of the licensed insta�� u�s for the highe� � longitudinal movement, but shall � F 18 1) PVC Al1oY pi� � fi°m t1�e �e �� (complying v�nth ASTM -..., di:;.�+fi�ht�' � `} � steam exits the `B" end of the pipeliner and 10 minutes for the higher stifiness %omplying wi� ASTM F 15Q4) PVC Alloy pipeliner, The unique ability of Ultralinet's P`TC AlloY PiPeliners to be relaxed in this manner (a characteristic of its P�Pn�Y "PVC Alloy" composition) helps to prevent post-installation shrinkage, �• Impurtant Note: The pipeliner ahall be aIlowed to shrink prior to processing. g�training the pipeliner to prevent Iongitudinal shrinkage during liner installation � will inIu`bit relaxation of stresses and will increase the risk of splitting the pipeliner, A su.fficient length of pipeliner shall be left in the `B" mwliole to accommodate for longitudinal shrinkage.during the relaxarion process. d The pipeliner shall be sufficiently heated during the relaxation process to further � soften the pipeli.ner and to enable the subsequent insertton of a pIug into the "B" end of the pipeliner, The `B" end of the pipeliner sha11 neyer be heated except by steam released through the length of the pipeliner from the "A" end. e• Important Note: Depending upan the field conditions, the licensed installer may choose to insert the plugs all tlie way up into tlie host pipe at both the A& B ends of the gipeliner, The pipeliner shall never be "vented" at both ends. 4. Processing the Pipeliner � �� a. Important No.te: Special care shall be t�ken to ensnre that the plags remain property pressurized throughout processing. Ad�honally, the pIng shonid be secnred by the collapsing of the pipeliner behind the plug and/or by bracing of the � plug. Loss ofpressure durin B processing may lower the installation quality. b• The `B" plug is connected to a steam hose which feeds to a`B" statlon. The �� `B" statian shall consist of a pipe with a ball valve for Pressurizing the pipeliner and wi� gauges mounted on the pipe for monitoring temperature and pressure during Processing. - �• Important Note: Proper maintenance of the ganges to ensure safficient � accnracy is critical. Use of liquid gauges can reduce maintenance requirements. � d. Steam is once again slowly released into the inside of the pipeliner. The exact length of time required to sufficient�y heat the pipeliner shall lie left to the discretion �� of the licensed installer and will depend upon the heat.remRm;ng �m p�heating of ti�e pipeliner, the environmental conditions, and the length and size of the pipe. e. The pipeliner shall be thoronghly heated at ambient pressure, using steam from the steam truck. The specific steam genetator or boilet temperature is not . importaat so long as the steam entering the:pipeliner is adjusted by the addition of air�'rom an air compressor to ensure a temperatuie of no more than 225 degrees F. The combined pressure of the steazn from the steam generator or boiler and any addeg air shall be low enough to ensnre that the "B" station reads 0�psi. A higher oompliance PVC Alloy pipeliner (complying with ASTM F 1871) shall be � � heated for appmximately 10 minutes for every 100' of pipeliner. A higher stiffness PVC Alloy pipeliner (complying with ASTM F 1504) shall be heated for . approximately 15 minutes for every 100' of pipeliner. Because of the many field � . variables involved, the determination of the.precise heating process and maximum temperature for a specific installation must be left to the licensed installer's sole � � discretion. � � �� £ In order to round the pipeliner, the steam pressure shall be raised, however, the temperature of the steam entering the pipeliner sha11 not be allowed to eaceed 225 degrees F. Thi,g can a]sp be e�pmplished by adding a su�cient volume of air, as needed, from an air compressor as� the steam leaves the boiler trucl�. The combined pressure of the air and steam as it enters the pipeliner at or below 225 �g� F sha�1 be approximately 5 pst at the KA" station: This wiIl resutt in a measurement of approaimately 2 psi at the "B" station and will ensure adequate volume of air canying an ade�uate volume of heat energy. � g• Important Note: A roundIng device or a Ksqneegee" type apparatns shall never be used in an attempt to unfold or to eapand the pipeliner. It is.LTltraliner, Inc.'s opinion that such processes affer no demonstrable benefts and in some cases may even be damaging to the pipeliner. Ultraliner's PVC Alloy pipeliners are designed to round u�on the application of heat alone and to be radially ezpanded by thermoforming with intemal pressUre, in. a thermoforming Pincess similar to "blow . molding.,, b' �P��g �on the diameter of the pipeliner, at 3 or 4 psi as measured at the "B" station, the pipellner wiIl lift ta its eztruded diameter. i. Important Note: The colder the heat sink on the oubide of the � the stea.m te P��er, the higher n?perature required for the outside skin of the pipeliner to reach the ffowabilitY range, however, it needs to be reite� that in no case sha11 tbe steam entering the pipeliner. ezceed 225 degrees F. 'Theimocouples caa be very, �^,�% misleading, should�never be relied upon,.and should not even be used because they are not su:�ciently acc�rate to me�re �p�� ble field �, conditions. The temperature of the exhaust steam combined wit1� the processing time and the visible behavior of the pipeliner at the `B" end provide the best estimate of the pipeliner's expandabilit},, - S. "Blow Molding" the pipeliner • • �- Dcpending uQon the diameter of the pipeliner, at approaimately 6 to 7 psI as m�s�ed at the "B" starion, the pipeliner may begin to. radially eapand to � slightly larger than tLe host pipe internal diameter In the nnrestrained:regions such as the service connections aad between the host pipe and the "B" end plug. b. When the pipeliner has eapanded'/: to l.inch larger than the host pipe, as is visible from the "B" end of the pipeliner, the steam ahall be replaced with compressed air. This will allow the temperature to begin decreasing while simultaneously permitiing a 1 psi increase in pressure. Raising the pressure in this manner essentially `blow molds" the pipelinei tightly against the host pipe. �' `� ��tiOII �I�res different maximum pressures, the "B" end of the pipeliner shall be visually monitored to help ensure a tight flk� Typically, the pressure necessary to blow mold the pipeliner and to obtain a tight-fit does not exceed 8 psi, however, the required pressure will vary with groundwater and other � field conditions, Additionally, the lazger the diameter of the pipeliner, the lower the required Pressure. Because of the many field variables involved, the determinafion � of the maximum pressure for a specific installation must be left to the licensed � installer's sole discretion. ' � �'. ��1 d- Impartant Note: Illtraliner recommen� �t �� do not exceed 12 psi due to �e p°��1 to inflict damage upon the host pipe at such pressures. e. Important Note: The pipeliner outside diameter is alwcrys manufactured smaller than the inside diameter of the host Pipe• The pipeliner is manufactu=ed with a suffioient wall thickness to allow the pipeliner to meet or exceed the DR requirements of the licensee's pipe order; as per the project specifications, after being "blow molded" to the nominal size of the host pipe. £ After "blow molding," the pipeliner will closely match the configuration of the host PiPe, with a concave dimple typically aPPearing at each service connection . 6. Cooling the Pipeliner � • • e- Important Note: Special care shall be taken to ensure that the pIugs remain properIy pressurizeci throughout cooling. Pressurizing the pipeliner during cooling helps to keep the Pipeliner fitting tightly by helpipg to resist thermalty induced shrinkage, b. The pipeliner shall be allowed to cool.with the continned use of nncooled air compressor air, until the "g" statlon temperatnre reaches 140 to 160 degrees F. : �• The �ontcactor shall ase an tce bath and/or aa after-cooler to further lower the temperatars�of t�e cooling air prior to releasing the pressure. The ma�dmnm pressure shall be consistently maiatatned nntff the "B" starion temperature gauge �` �� that the PiPeliner has cooled to 100.degrees F or below. d- Cooling time will vary based upon the field conditions, the size and.length of the ��. pipeliner, and the . equiPment of the licensed inst�ller, but in general will r�quire approximately the same amount of time as was required to heat tlie pipeliner. Because of the many variables involved; the determination of the cooling time for a . specific installation must be left to the licensed installer's sole discretion. 7. Flnishing the Pipeliner a. Afier the pipeliner has cooled, the plugs shall. be removed and the pipellner � extending into the manhole shaII be trtmmed �according to the project specifications. UItralIner recommends ttiat the pipeliner.be allowed to.extend a minimum of 3 inches iato t�e manhole in order to maintain the tight fit created by the flaring of the pipeliner, b• The live lateral connections shall be Iocated and�reinstated through the use of re�ote robotic devices, unless otherwise speci.fied in the contract documents. If other methodologies are desired, it is suggested that the project engineer consult with the local licensed installer to help assess such project considerarions for project specific recommendations. � � . c. Additional sealing of the manhole or laieral connections can be provided in whatever manner the project engineer spec'�ies in the contra�ct documents. It is suSgested that the project engineer consult with the local licensed installer to help assess such pmject considerations for project specific recommendafions. . What happe� when an installation is urisuccra�lul � Edit.Documerit Glose � � Submitted by: Crran_— t� on 08l"L120U1 at 02�0 PM FREQUENTLY ASBED QUES'I'ION (VENDOR SPECIFIG� . Question: " What happens when an installation is unsuccessful? " Answer: �� No contra.ctor nor product is perfect 10�°1° of the time, althongh Perfection is what each of us strives for. Ultraliner's unP�eled record of successful pipeliner installations is evidence of our successful efforts to ensure �N�ty �S�ations and to redur,e the risk faced by our licensed installers .and �eir customers. KnowinS that roblems wi11 occasionally arise witli even the best products and eontractors, tl?e p ns when...?" Will the prodxct man°f��r and the question becomes "what happe contractor be able to work together with the customer to ensure a win-w�n'R'� resolution to the problem? � One of the primarY Soa1s of trenchless pipe rehabilitation (in addition .to structural renewal, infiltration control, and cost-savings) is to avoid communitY disruPt�on. One must consider what the alternatives will be if a trenchless pipeliner installation uirements are not met by the installed P1Pelu�er and is unsuccessful. If the design reQ �red or replaced? Can liner is at risk of failure, liow can the pipeliner be rep the pipe with a trenchless repair? If necessarY, can the the pipeliner be structurally stabiliz�d the cost disparitY � pipeliner be removed �vithout digging and �Placing? Considering lacement, what is the firiancial between a trenchless installati°n a�d a trenched rep :�� risk wtuch must be absorbec� by the contractor if the installadon is unsuccessful? F'; ' � i- Pl �lIICit St1C�l iLSiCS � �, � With thermoplastic pipeliners. such as Ultraliner PVC �oY Pe - d reduced. The design proPerties (such as flexural modulus, wall thickness, and S� y i liners are established prior.to installation. chemical resistance) of thermoplastic p'pe �es; they are established The installation process cannot influence the�e� �� sectional repairs can and conf'umed at the manufacturinS facility. defects, such as a misplaced service connection . be used to correct localized � � _ reinstatement (Yes, even the best contractors n��5 rem !�� o�n � one solid option, a PVC pipeliner can tie heated and tre Y se. Such alternatives are plece, unless the host pipe is in eminent danSer of collap . . s costl and disruptive to tiie contractors and to their a�� of emerge �S much les Y d removing it "bucket by bucke� The avail tY up a pipeluier an �er reduces the risks. p2 03:1�:24 PM CST alternatives to digginS � Rev:06/2412U L � F.ditDocua►eat Glosa . � F/1(1/20()5 � http://www.ult�aliner.com/ti/faq.nsf/pages/UnsuccessfulInstallation ---- -----------.--- _. __----.----------------- .._.--- . .;.:�t:,:::.: .. --- ....__...----- .., .. � ....>�..,K�._.. ...�w:�•. ,.. �, Installation: Making a Saddle Connection to Ultraliner PVC Alloy Pipeliner �Makin a Saddle Connectio - � Page 1 of 2. � N � , �- � Occasionally, a new service laterai will need to be connected to aa installed Ultraliner PVC Alloy Pipeliner. The connection of a Iateral pipe using a saddle is a simple process requiring no special eqnipment. or tools. �Your personnel will most likely already be familiar with the process. •A - -- r-r-rner. ,� � Caulk is used to pmvide an airtight seal. There are also some eacellent epoxies on the market which provide a structural bond as well as a seal. � . � httU://www.ultraliner.com/IJLHome.nsf/3f2a1 ar�r�n7anSf2e:(l�S�.S�o(k�(1nt1 A�P.•ie.t,fe.�,cao� tii� ni�rns - ............. Installadon: M.aking a Saddle Connection to Ultrali.ner PVC Alloy Pipeliner . . . . Page 2 of 2 O Straps are used to stabilize the saddle 1 set of straps is generally svfficient with the Higher Stiffness pipe�e co plymg with �TM � 04� Ultraliner recommends the use of 2 sets of straps (4 total) with the Highe= Compliance pipeliner complying with �1TM F 1871. (Note: The straps should not be over-tightened, Tye caulk provides �the seal; the straps merely stabilize the positioni.ng of the saddle, Over-tightening may cause a loss of seal over time.] � �� ;. \ • Z'he completed saddle connection provides a positive seal against leaks. �_l�n� ' y� •� :._«_ �� w i :�� i � � �-. � ['s!f �� 1�.!!r �i " � � ��. _ �_�s � �. � �, : _,.. � r�►�� :� � � _Y�■ �� _7_y �i =�t .;. : ! :.y �i :tl .. _.. � � �t%-�-1 �\ � �_� 's .4.1 S ..�1� =�►1 � i .E_y i � ��-c- � 1 11 L� � � ' . h�p'��w�'R'•ult�aliner•Com/CTL1Home.nsf/3f2aladd07a0562e0625690dt1(lS�a�p�id�,fe�.cooz �i�ni�rnS • - . :� ,. ,... , .., . .... _ .._. .... .,_. ; � t ,. r,� -;�. . . ,'�; `� ,; ;. � ,_'+. � : P�`:' Insta,llation Procedure �`�t. � Step 2 � � Insert the rubber sleeve into the cored hole with the GOLD VER1'ICAL LINg ON THE RUBBER SI,EEVE facing to the side of the mainline, The. u er se be on top of the wall or rib and the lower se e� PP 8m�t stiould &m (P'VC, Ribbed 8i Poly,ethyleae pipe only) should be. on the inside of the pipe. ' , Step 1 Core the proper size hole. �� • ' , � Step 3 � � Apply the INSERTA'I'EE solution supplied to the inside of the rubber aleeve and to the outside of the PVC hub adapter. CAUTION! Using pipe lube may resuit in Hub adapter P°PP�g out! � � Step 4 Place the PVC hub adapter into the rubber sleeve. Make sure tha# the RED VERTICAI, LINE ON THE PVC HiJB ADAPTER IS IN LINE WITH THE GOLD VERTI CAL LINE bN .TNR RTru_uun �T ��r.. Step 5 Piace the 2 x 4 boazd onto the top of the PVC hub adapter. m �_.^; e. . � . . . � . '} Step 6 . �' The RED HORIZOIV'I'AI, LI2IJE,AT THE TOP OF THE HUB ADApTER is a depth mazk. This tells the installer�ust how far to drive the adapter into the rubber sleeve. Using the board and hammer drive the PVC hub ada,pter into the rubber sleeve to where the HORIZONTAL RED LINE ON THE PVC HUB� ADAP'I'ER MEETS THE � TOP OF THE RUgBER SLEEVE, � Step 7 � . . Place the PVC hub adapter into the rubber aleeve. Make sure that the RED VERTICAI, LINE ON TFiE PVC �#UB ADAPTER IS IN LINE WITH THE GOLD VERTI- GAL LINE �N 7�TF RTTR_u�� eTr.z*�r� \ � �'�, Step 8 Install side senrice pipe in norinal manner. ��. .,,' Unfted States O�ce of Water EPA 832-F-99-031 E►lwronmerttal Protection Washington, D.C. September 1999 � �9e�Y . A v�/�1 CO��@Ct10 n 5ystems � � O&M Fact Sheet � . Sewer Cleaning and Inspection �_ DESCRIPTIpN As sewer system networks age, the risk of deterioration, blockages, and collapses be�omes a major concem. As a resul� municipalities worldwide are iaking . proactive measures to ungrove perforn�aace levels of t�eir sewer systems, Cleaning and inspecting sewer lines are essential to m in inm a Pr�]y functioning system; these activities further a community's reinvestment into itg wastewater infiastructure. ; • - InspectIon Tecbniques ��OII P��s are required to determine cuaent sewer conditions and to aid in plaaning a maintFnunr�. ��. Ideslly, Sewer line �spechons need t° �ce Pi� dt�ring low flow conditions. If the flow conditions can potentially overtop the cauiera, then the inspec�ion should be performed during low flow times between midaight and S AI1� or the sewer lines can be temporarily Plugged to reduoe the flow. Most sewer lines are inspected using one or more of the following techniques: ' Closed-cir�uit television.(CCTV), • Cameras. • Visual inspection. ' �P� �P�ion: � Television (T� inspecduns are the most frequenfly used, most cost efficient in the long term, and most effective method to inspect the internal condition of a sewer. Figure 1 shows the typical setup of equipment for a TV inspection, CCTV �p�ho� are recommended for sewer lines with diameters of 0.1-1.2 m(4 -.48 inches.) The CCTV camer� must be assembled to keep the lens as close as possible to the center of the pipe, In larger sewers, the camera and lights are attached to a raf% which is floated through the sevyer. from ane manhole to the neart. To see details of the sewer walls, the camera and lights swivel both vertically and horizontally. In smaller sewers,, the cable and camera are attached to a sled, to which a parachute or droge is attached and floated from one manhole to the next Documentafion of inspections is very critical to a successful operation and� maintenance (p� P�� CCTV inspections produce a video record of the inspection that can be used for future reference. In larger sewers where the s�rface access points are more than 300 m(1000 linear feet) aPart, ca.mera inspections are commonly perf'ormed. This teclinique involves a raf%moimted fiIm camera and strobe ligh�. This method requires less power than the.CGTV, so tlie power cable is smaller and more manageable. Inspeckions using a camera � are documented on polaroid still photographs that are referenced in a log book according to date, time, and locatioa. � � Visual inspections. are vital in •fully understanding the condition of a sewer system. Visual inspections of manholes and pipelines are comprised of surface and intemal inspections. Operators� should pay specific attention to sunken ateas in . the groundcover aboye a sewer line and areas with ponding water. In addition, inspector's should thomughly check the physical conditions of stream crossings, the conditions of manhole frames and covers or any exposed brickwork, and the visibility of manholes and other strucfures. For lazge sewer �"�--. ,:.� .� �'=:. lines, a walk-through or internal inspection is recommended. This inspection . requires the operator to enter a manhole, the channel, and the pi�eline, and assess the condition of the ma.nhole fiame, cover, and chimney, and �e sewer walls above tlie flaw line. When enteiing $ manhole or sewer li.ne, it is very important to observe the latest Ocxupational Safety and Health Adminisirati� con$ned space regulations. If entering the manhole is not feasi'ble, mimors can be used. Mi�� Y Placed at two adjacent manholes to reflect the interior of the sewer line. �P�g �Pections are =eommonly used in low- priority pipes, which tend to be pipes that aze less than 20 years old. Lamping is also commonly used on projects where fimds are extremely limited. In the lamping technique, a camera is inserted and lowered into a maintenance hole and then positioned at the center of the junction of a manhole firame and the sewer. Visual images of the pipe interior are then recorded with the camera. �everal specialized inspection techniques haye been recently developed worldwide. AMTEC, a British sewer inspection co�panY, has deployed light-line- based and sonar-based equipment that measures the internal�cross-sectional profile of.sewer systems, Karo, a German R&D company, is working on enhancing CG"I'V technology with new sonar sensors, but this method has yet to be proven successful. Sonar technology could be very useful m �specring dePressed sewers (inverted siphons), where the pipe is contirivally full of water under pressure. Melboume Water and CSIRO Division of Manufacturing Technology have introduced a new technology called PIItAT, which consists of an in�ipe vehicle wiih a laser scanner. This instrument is capable of makmg a quantitative and automatic assessment of sewer conditions. The geometric data � that is gathered is then used to recognize, identify, and rate defects found in the sewer lines, Sone�c has also. designed a new technology c.alled the ROTATOR sonic caliper, which is capable of talan8 a reading for every foot of pipe. Tlus device is pulled through the sewer pipes from one manhole to the next and collects data that can be used to calculate the volume of debris underwater, measure the corrosion from the crown of the pipe to the waterliae, and detetnnine the percent of deflection at aIl Points around a flextble pipe. The data collected is based on the time it takes a sonic pulse to travel to and from a targe� Cleaning Techniques To maintain its proper fimction, a sewer system needs. a cleaning schedule. There are several traditional cleaning techniques used to clear blockages�and to act as preventative maintenance tools. When cleaning sewer lines, local communities need to be� aware � of �PA regulations on solid and hazardous waste as defined in 40 CFR 261. In order to comply with state guideliries on festing and disposal of hazardous'waste, check with the local authorities. � � Table 1 summarizes some of the most commonly used methods �to clean sewer systems. Hydraulic cleaning developments have atso been emerging on the interaational &ontier. France and Germany have developed several innovative Source: Water Polhrtlo� Corttrd Federation. 1969. _ FIGURE 1 SETUP OF CCN EQUIPMENT r: � ..�, ,: flushing systems Using a`dam break' concep� France has developed a fl„�hi � system called the Hydrass. The design of the Hydrass consists of a gate that pivots on a hinge to a near horizontal position. As the gate opens a.nd releases a flow, a tlush wave �s generated that subsequently washes out any deposited sediments. Germany has also developed a similar system called GNA Hydroself�, Th�s �s a flushing SYstem that requires no electricity, no maintenance and no fresh water. The Hydroself� oonsists.ofahydraulically-operated gate and a concrete wall section constructed to store the flush water. This system can be installed into a large diameter sewer (t20Q0 mm or Z79.4 inches). There appears to be no limit on the flushing length, as more flush water may be stored without incurring aay additional construction or operating costs, A.nother example ofsuch a tecimology is seen in the Bn�ssels Sewer System, A wagon with a flushing vane physically moves along the sewer snd disturbs the sediments so that they are transported with the sewer flow. Although all of these methods have proven effective itt maintaining sewer systerns, the ideal method. of reducing .and controlling the materials found in sewer lines is education and pollution prevention. The public needs to be informed that common household substances such as grease and oil need to be disposed in the garbage in closed containers, and not into the sewer lines. This appraach will not only mmimi�r. $.h��s plumb�ng problems, but will also fielp keep the sewer lines clear. • APPLICABILITY In recent years, new methodologies and accelerated programs have been developed to take advantage TABLE 1 COMMON SEWER CLEANING METHODS , _ Technology ` Mechanlcal � Rodding (see Fl9ure 2) Budce# Machine , Ftydrauttc • Ba!(Ing Flushing Jetting Directs high verocities of water aga(nst.plpe walis. Removes debris and grease bu(Id-up, dears blodcages, and cuts.roots within small diameter pipes. Uses and ' Uses an engine and a drive unit vWth contlnuous rods or sec�io�al rods. • As blades rotate they br+eak uP 9ce�se deposits, cxit roots. and bosen debris. ' Rodders also heip thread the cables used for N. ir�spedlo� and budcet machlnes. • Most efFective in Bnes up to 3p0 mm (12 (nches) fn dameter. ' Gylindrical devioe, dosed on one end with 2 oPP��9 ��9� � at the other. • Jaws open and scrape ofF the mateiial and deposk it in the budcet •. . Partlafly removes large deposfts of st�. sand, grgvel. and some types of soltd waste. • A threaded rubber deaning ball that spins end scxubs the pfpe trrterior as flow increases in the sewer Itne. ' Removes depostts of settled inorganic material and grease build-up. •_ Most effective in sewers ranging In size from 13-60 cm (5-24 (nches). lntroduces a heavy flow of water into the line at a manhole. • Removes floatables and some sand and grit . • Most effecUve when used In combinatlon with other mechan(cal operadons, such as rodding or budcet machlne deaning. •- . Effident for rouUne deanfng of small diametsr, low flow sewers. �, TABLE 1(CONTINUED) COMMON SEWER CLEANING METHODS Technology • Sco6ter FQtes, Bags� and Poly Ptgs Sift Traps Grease Traps and SandJ0111rrtercc�ptors Chemtcals Befnre using thBse diemkals revlew the Materfa! Safety Data Sheefs (MSDS) and car�sr�/t 8re loca( euB�oritles o,� the pro/�er use of chemica/s es per local ordfiance snd the ProPe+' d1SPosa� of the chemkals used /n �e operetl�ort. If s�nce ar gu/dance k needed regarding �e app,Ik�O� of certaln cherM� contacx �e U.S EPA or state water polluthn contrvl agency. . B . Round, rubber�immed,. h(nged meta� shleld that is mounted on a Stee! ffB�iBVVO�k 0� 5�1211 Wh@815. The shleld works as a plug to butld a head of water. Scours the inner walis of the pipe 11nes. � EffiecWe tn removing heavy debris and deaning grease from line. • Stm(ler in functfon to the ball. • Rlgid rims on bag and kJte induce a sc�uring adlon. . • Effective in moving accumutations of decayed debrts and grease dovvnsfnearn, • Collect sediments at conven(errt loc:ations. • Must be emptled on a regular basts as part of the mafrttenance program, • • The ultimate soludon to gresse build-up is bo trap end. remove tt • These devices sre required by some unfform building codes and/or sewer-use ordinances. Typlcally sand/oil interceptors arg nequlred for automotive bustness disdiarge, •. Need to be thoroughly deaned b funcdon ProPe�Y• • Geaning frequency varies from twtce a mo�th to once every 6 months, depend(ng on the arr�ourrt of gr�ase in the d(scharge. • Need tb educate restaurant and automobiie tiusk�esses atiout the need to malMaln these traps. � • Usedto contriol roots. grease, odoi�s.(HrS.9ag), concxete carroslo.n, rnder�ts arM blset�s, ' Root Conhd - bnger lasdng etfects than power rodder (approxtmatey 2�b years), : • N2.S gas - some common chemtcals used are chlor(ne (CI�), hydrogen peroxlde (HzO�, pure . oxygen (Oz), air� Ilme (Ca(OFi�); sod(um hydroxlde (NaOH), and iron safts. • Grease and soep prob/ems - some common chemicals used are bloadds, digester, enrymes, bacteria cultures, catalysts, caustics, hydroxtdes, Source: IrtfoRna�on provided by,4rbour and Kerrt, 1997 and Sharon, 1989. of the information obtained from sewer line �=�:�; maintenance operations. Such programs incorporate informarion gathered from various .. ma.intenance activities wi� basic sewer evalua.tions to create a system that can remedy and prevent future malfunctions and failu�es more effectively and efficienfly. Garland, Texas, has attempted to establish a program that would optimize existing maintenance� activities to reduce customer comPlaints, sanitary sewer overflows, time and �"'-. , �, A maintenance.Plan attempts to develop a strategy and priority for maintaining pipes based on several '' of the. following factors: . Problems- frequency and location; 80 percent of problems occur in 25 percent of the sYstem (Hardin and Messer;199'n. Ag� older systems have a greater risk of deterioration than newly const�ucted sewers. FIGURE 2 EQUIPMENT SETUP FOR RODDING money spent on sewer blockages, and other reactive mainienRnce activities. Their plan is based on m8.�8IIC�C �1CIIC1C.4� Sj/StCI]3 ��I7218IICC� AIId maintenance costs over a peria} of time. This plan was developed using Geog�hical Infoimation System (GIS) and historica�'data to show areas of complaints, back ups, and genexal maintenance information for the area. The City of Garland was able to detetmine that as the maintenance fi�equency increased; there was an increase in system performance. Garland recommended 70 inspections and mainiensnce activities for every 30 cleanings, Inspections ane considered more inrport�at because they help define aad prevent future prpblems. A study performed by the Ame,�icaa Society of Civil �S��s reports that the most i.mportant mainienance activities sre cleaning and CCT'V inspe�tions. Table 2 shows the average frequency TABLE 2 FREQUENCY OF MAINTF�VqNCE ACTMTIES A��Y Average (90 of system/year) Cleaning 29.9 Root removal 2.s Manhole inspecxion 19.8 CCN Inspec8on g_g Smoke tesUng �.g Source. ASCE, 1998. � of yarious maintenance activities: Construction material- pipes constructed of materials that are susceptible to corrosion have a greater potential of deterioration and potential collapse. Non-reinforced concrete pipes, brick pipes, and asbestos cement Pipes are earamples of pipes susceprible to COII�051011. • Pipe diameterfvolume conveyed- pipes tl�at carry larger volumes take precedence over P� � �Y $ smaller votume. • Location-pipes located on shallow slopes or in flood prone azeas have a higher priority. •_ Force main vs. gravity-force ma.ins have a higher priority than gravity, size for size, due to the complexity of the cleaning and rePairs• • Subsurface conditions- depth to groundwater, depth to bedrock, soil properties (classification, strength, porosity, compressibility, frost suscepribility, erod.tbility; and pI�. • Corrosion potential- Hydrogen Sulfide (H�S) is responsible for conoding sewers, .' structures, and equipment used in wastewater collection systems. The interior conditions of the pipes need to be monitored and treatment needs to be implemented to . prevent the growth of slime bacteria and the . production of HZS gases: • � ADVANTAGES AND DISADVANTAGES The limitations of various inspection tec}�niqu�s used by sanitary sewer authorities are � in Table 3. Table 4 shows the limitations of some of the cleaning methods used bY sanitary sewer authorities. TABLE 3 LIMITATIONS OF STANDARD INSPECTION TECHNIQUES Inspectlon Ltmftatlon Technique V'�sual In smaller sewers, the scope of InspecNon probfems detected is rNn�mal becau� the onN Portlon of the sewer ttiat can be seen In detaC In near the manhole. Therefore, any deftnttive 1nformatlon on cracks or other sbvcturel problerrss !s unUkely. However, tl�is metf�od does provide informatlon needed to make dedsions on ret�eb9itation. Camere When Perform(ng a camera Inaped(c� �nsPedion (n a large dtameter sewer, the Inspedtat cx�ew is esse�tiatly tak(ng � Ph�9�P� haphazardly, and as a �� P�9�P� tend to.be less cornPrehensive: � Cbsed ' This mett�od requtnes late ntgF�t . Cfrcult (nspedlon ans as a resutt the N Televtslon operators are wlnereble b lapses !n (��M conceritratton. cc7V inspecftons are elso Gutre eocpensh►e and tlme . consumtng. �`- , LamPr�9 The video camera does not fit inbo the Inspect)on p(Pe and during the Inspectton � rematns only (n the malrrte�ance ho�: As a result, onty the flrst 10 feet of the plpe can be vtewed or inspected usi�g th(s method. Source: Water Pollutlon Contrd Federatlon� �989. The primary benefit of`-implementing a sewer �� P�� is the reduction of SSOs, basementbackups, andotherreleasesofwastewater from the collection system due to substandard sezyer conditions. • Improper handling of instnttnents and chemicals used in inspacting and ma.intaining sewer lines may cause environmental harm, E�ramples include: �P�P�'IY �ndling chemical powdered dyes. ��lY ��ing inspection devices. Some instniments have a tendency to . become coated with petroleum based residues and ifnothandled prup�rly they can become a fire hazard. PERFORMANCE Table 5 defines the conditions under which certain cleaning methods;are most effective. The following . case studies provide additional case study data for sewer cleaning methods. Fairfaa Connty, Virginia The Fairfax County Saaitar3, Sewer System comprises over 3000 miles of sewer lines. As is ttie case with its� sewer rehabilitation progra�n, ttie CaUllty'S 3CWCi main Pnance Prp� � f'OCUSCS on inspection and cleaning of sanitary sewers, especially in older areas of the system, Reorgauization and streamli.ning � of the sewer maintenance program, coupled with a. renewed emphasis on increasing Produ�ayity, has resulted in �er}' si8nificant reductions in sewer backups and overQows during the past few years. In Fiscal Year 1998, there were a total of 49 such incidents �c�g 25 sewer backups and 24. sewer overflows. � The sewer maintenance program consists of visual inspections, scheduled sewer cleanings based on maintenance history, imscheduled sewer cleanings as detenmined by visual or closed circuit television inspections, and follow-up practices to determine the cause of . backups and overflows. Visual inspections are carried out by using a minor attached to a� pole; however, use . of portable ��ras has 1�een recently introduced to enhance the effectiveness of.visual inspections, Olde= areas of the sewer system are inspected every two years;. whereas, tha inspection of relatively new areas may be completed in 3 to 4 years, . Cleaning is an uriportant part of pipe maintenance. �ProP�IY �sing of collected materiais Sewer line cleaning is prioritized.based on the age of and chemicals from cleaning operations. � �• TABLE 4 LIMRATIONS OF CLEANING METHODS � Cleantng L(mftatlon � . Metfiod ealltng � �-- Jemng, � 9eneral, these methods are onfy suxessful when necessary water pressure oc head is ma((It8111ed wftttout flooding basements or houses at low elevaHons: Jettlng - The main iimftatJon. of this technigue Scooter fs that cautlons need to be used In areas wfth basement ftxhires and In steep-grade h(II areas. 8alling - BaII(ng cannot be used effectively fn ptpes wfth bad offset jolrrts or.protruding service connec�ions bec�use the ball.can become dfstorted. Sco°ter.- When dean(ng larger Ifnes, the manholes need b be designed to a lai�ger size in order to recefve and retrteve ths equ(pment ptherw(se� the scooter needs to b� assembled in the manhole. Ceutton also needs to be usecf � areas yvith baserneM fix�re� and in steep-grade hill areas. Budcet Thts device has been known to damage sew,ers. The buq�et m�tne cannot be used when the Iine (s Mach�e completely pfu99ed because thfs prevents the cable from being threaded frorn one rrianhole to the next Set-up of ffits equ(pmertt is tlme-consuming. : . Flush[ng This method is not very effecBve tn removing heavy solids. Flushing does not remedy thls problem because � only ach(eves temporary movemerrt of debrls from one secUon to anott�er in the system. High Velocfty The efticlency and effecttveness of remov(�g debrig b}, ��$ �y� d��s as the cross-sectional �� areas of the P�Pe {naease. Bactd�ps inb restdences have been Imown to occur when thts method has �� ed bY t�exPertenced oPeretws, Even experier�ced.ope�ebors require extra 8me to dear pfpes of roots and grease. . Roddin9 Corttinuous rtds ere harder b retrieve a�d repair N brnken end they are nat useful in 6nes wftfi e �� 9�� than 304mm (0.984 feet) bec�use the rods heve a tendency to co(I and bend. This device also ddes not effec�lvely remove sand or 9�ik but may only loosen the material to be flushed out at a later tlme. Source: U.S. EPA,1993. . late or Ba9 When us(ng thls method, use cautlon (n locatlons wRh basemeM fatures and steep-grade htll areas. the pipe and the frequency of the problems within i� The county uses roclding and pressurized cleaning methods to mainta.in the pipes. Bucket machines are rarely used because cleaning by this method tends to be time consuming, The county uses mechanical, rather than chemical, methods to remove grease and roots. _ Introducing chemicals into the clea.ning Pro�m reQuires hirinS an expert crew, adopting a n�' PI'o� �d instituting a detention time to ensure the chemicals' effectiveness. cleaning cost S 1.44/meter ($0.44/foot); roddi.ng cost 52.8?Jmeter($0.86Jfoot); andtelevision inspections cost �3.18/meter ($0.97/foot). These costs include labor costs, fringe benefits, equiPment and material costs, and overhead. charges for administrative services. ' ' City of Fort Worth, Teaas The City of Fort Worth has started to use sewer � cleaning as a diagnostic tool, rather than just a maintenance task. The city's sewer system comprises 3540.5 kilometers (1850 miles) of line and serves appruxiaiately 1.2 million customers. The diameterofthe sewerpipes ranges from 0.1-2.4 meters (3.9-.4.5 inches).. The sewer system in the �tY ��y diagrammed in a series of hard-coPY map books; the City hopes to.establish a GIS system within�the nexYyear. . . Record keeping is a]su vital to the success of such a maintenance program, The county has started tracking the numb�r'of times their sewer lines were inspected and cleaned and the number of overflows and backups a sewer line experienced. This information has helped the county re-prioritize sewer line ma.intenance and adapt a� more appropriate time schedule for cleaning and inspecting the sewer lines. The cost per foot for ma.intaining the Fairfaac facility has decreased over the years because of streamluiing and increasi.ng efficiency and productivity of field staff. In 1998, pressurized In the last three years, the City of Forth Worth has extensively upgraded its sewer systems. As a result their sewer maintenance group has expanded to include three new divisions, wluch include: �`�: :;:j � --... TABLE 5 EFFECTNENESS OF CLEANING TECHNIQUES High Velodty Cleaning Flushing Sew�sr Scooters Btx�cet Machtnes, Scrapers Power Rodders Hand Rods Solutlon to Type of Problem . Problem Emergency Grease Sand, Grit� Stcppages . ROa� Odors bebr(s BaII(ng . . � � .. O . � • � ' • • • 0. � • � • Chemicals � � . � •= Most effective solution for a particufar probtem " . •= Least effec�fve soh�tipn for' a partfahar Problem Source: U.S. EPA, 1393. , �- • Sewer Cl eaning and Stoppage Section- this section responds to customer complaints, . . P��nts Pmblems within the lines, and clears all blockages. T'V Sectian- this section locates defects and buildi.ng sewer connections (also refened to as taps) within the system. Preventive Maintenance geckion this section cleans and inspects t1�e lines a�d � provides for QualitY Assu�ce and QualitY Control (QA/QG�= � Most of Fort Worth's inspections use the CL1E CGTV system.. However, about 40 percent of the lines in the worst and oldest sections of the_ system are inspected visually, . Visual inspections aze also used in the most recentty installed lines and manholes. � The city uses a variety of cleaning methods mcluding Jetting, high velocity cleaning, rodding, bucket machining, and using stop trucks (sectional rods with an attached motor). As part of their preventive maintenance approach, the city has also been usmg combination ttucks with both flush and vacuum systems. To control roots, the city uses a vapor rooter eradication system which can ensure that no roots return to the line for up to five years. The cleaning and inspection cnews consist� of two membeis to operate each of the combination trucks and TV trucks. The City of Forth Worth has cleanedapproximate1y239kilometers (145miles) of line and has TV inspected approximately 70 ldlometers. (44 miles) of line from 1996 to 1998. The cleaning cost for 1998 was determined to be �1.38/meter ($0.42/foot) �and the TV inspection cost was determined#o be $1.28/meter ($0.39/foot). The City of Fort Worth is working on cleaning its entire system every seven to ei�t years. The cleaning frequenc.y of.the lines is prioritiz.ed based on the number of complaints received. in each area: �� `�; �, City of Los Angeles, California The Los Angeles Wastewater Collection System is one of the largest and most complex systems m the world It serves approximately four m�lion p�ple over 600 square miles, 'Phe system is made up of 6,500 miles (6950 �lometers) of sewer lines. 'The diameter of the sewer lines ranges from 6 to 150 inches (0.1-3.8 meters) and about half of the system is more than 50 years old • The continuing success of this system has been attributed to a preventive and proactive operation and maintena.nce Pmgram- This program has implemented a computerized maintenance management. Plan emphasizing preventive and COii'�IVB maintPr,anrt+� �jg �� mai.ntenance activities. . For preventive mai.ntenance, Los Angeles has adopted a Sewer Condition Assessment Program, T� P�� Pnon�s th� inspectionf cleaning, and rehabilitation of t�e sewer system, based on a scori.ng system that uses the age, size, and the construction material of the pipe to schedule inspections. Scores are deteimined using GIS and speciallY-designed computer aad logic programs. ��-Pn�Y �dons are conducted usmg CGTV; lower-priority ones use the lamping technique• L,amPing maY be followed up by a CCTV inspection if more information is requic�d, Los Angelesperforms approximately 145 kilometers (90.miles) of CCTV inspections per year, Tlie cost of CCI'V inspections is approximately �1.00/foot, mclud.ing labcjr and equiPmen� The City also Performs about 4506 kilometers (28(}0 miles) of visual inspections per year at 50.07Ifoo� Los Angeles cleans about 2,032 kilometers (1,900 miles) of sewer per ye,ar. The cleaning frecN��Y � based on inspections and field conditions. The City removes roots by means of inechanical rodding machines (�1.71/meter or �0.52/ft), chemical applicatians, hydraulic winch machines, and hand rods ($3.12Ymeter or �0.9S/foot). Los Angeles's Corrosion Abatement Maintenance Program uses. magnesiumhydroxide crown spraying to treat about 1291alometers (80 miles) of sewer per year at a cost of 5700,000 to prevent corrosioa Los Angeles's progratn to control. H2S odor uses caustic shock dosing, which costs about �1,000,000/year, COSTS Table 6 s�umniarizes the annual maintenance costs per mile for cleaning and inspecting. TABLE 6 NATIONAL SUMMARY OF MAINTENANCE COSTS Iderttffier Range of Casts � Average Cost Total 08�M costJmile/year 5951�46,9T3' • �2,823' Labor (cost/mfle/y�ar) Fringe Banefits (costlm(le/year) Chemicals (cosUmile/year) Hydroflush Cieaning (cost/mile) Television Inspection (cost/m(le) 5695 �19,831' . a192 -59,033� , $0.3 -57,616' ' . � . . 5475 �,230� $1,000 -�11,4502 53,626' $1,185� 5512� 31,700' $4,600� Preventive Maintenance 6396 of Total f�laintenance Cosb (exdudes depreclaUon) �y--� Source: 1 Water Ernironment Research Foundation, 1997. � '� - • 2 Arbour and Kerri,.1997. � � , 3 ASCE, 1998. . g��gENGF.S � ` Environmental Services, 1998. 1. �S " Internet site °•Sewer Evaluation Services• 9. at (htt�J/www.adsenv.�co�� te 1998. services-sY��, 2. 3. . 4. -�� :, L ��`` �a�,� R �d g, gerri,1997. Collection Systems: Methods for EvaluatinS and Improving Perfornumce• PreP� for the. EPA Office of WastewaterManagementby the Califomia State University, Sac��O' CA. Black & Veatch, 1998. Opnmization of Collection System Maintenance Frequencies and System Perfor�nCe. prepared for the EPA Office of a�� anagement under a ocoo�° Engine� with Americ� Society Coe, C.�•� R- Fu and M.G, Wade, 199E7. "Sewer Cleaning as a Diaga�stic Tool, � Collection S`ystems Rehabilitation � O&M' Soh►ing T'oc�}'�s �►'°blems m�d Meering Tomorrow's Needs. PP.12:27- 12:32• 5. C� i� E:� 10. 11. Systems Rehabilitation and ��' So1i'ing Today 'sProblans msd Mee�gTomorrow's Needs, pP• 8:27-8:38. 1997: "Old Data ��, D. and C. Messer, �e Sewers and New . Tools=Main��g '1'hat Need I�" P�'oceedings �of the Water Emrironment Feder'ation Confere1Ce on Collection Systems Rehabilitation � . O&MSPeciality• ��e gP,-'� G�tter." Kp, �, 1998. //www.no= Internet � site at [http: �g.��3.h�], accessed 1998. d 3. Brady,1993. Op�'arion Kerri, K.D• �. �M�nt�Ce o fyp�t�x,aser Cvllecrion Volume 1. PreP� for the EPA Systems, tions b� the pffice of Water Progr'am �� ento, �� gtate. University, S�� : CA. � . 12. Fairfax Cau�h'� V�a' 19ce• ��xi, ',� Director. Ia� Mainten�n Department of Public works � vironme� S��' F� COimty. � �ominunication wrth Virginia, P�O� Parsons Engin�g Science, Inc. . of Fort Worth, T�. 1998. C. CH�o�u��dant, City of Fort S W ortb, Texas, Pe�SO� comm�cationwith Parsons Eng�e�mg Science. . Grande, Novaa & AsspC1�' ��" 1998. "Flushing Device for Retention Tanks �d Sewers." Internet site at [h,ttp://www•�c.com/self.html], ac,cessed May 1998. ��ge��, p,.; J. Carabantes, D. Marske, K- R�e1, and D. Parikh,1997. "The City of �S p,ngeles' PrimuY Sewer Condition In Collection Assessment Pro�� 13. 14. 15. City of Los AnSeles, 1998. B. Ber� Manager, �blic Works Samtattoa �d Wastewater C°llections System Division, City of Los Angeles, personal commvnication with Parsons Eng�eenng Science Inc. City of Los. AnSeles, 1998. Wastewater Collection Syste»t OP�'ation, Mainterum��. � �,agement. J D. Harding, G. Rames, and R MaY, •� "Using M�� Nelson, 1996. �,d 5chedule I/I F�u�,cies To Set, Plan; ce Activities;' In Control �d M�� S ln o s i u m: Collection :Syst�ent, pp•�g -�94. Maintencmce MmiaS . and A. Wi� 1998. Nelson, RE•• P• �1"ng' stem Collectio�nnd s�stem Optimization of u�c�� Maintenance Fr�i performance. Prepare� for the EPA 0�� of Wastewater Management . by the �� Society of Civil Engineers and Black & V�� ala, A. Symkowski, w. 16. Patrick, R-� J• RR°mP and N. dom,. Serpente, _ King . -- - ___--- :: .,. _�.,r- :::... _. .. ,. , ------ ..�.�,..-:..,... ....,�__:.-:.... __._ , • .......,.,...�,., . Freemn,1997. Benchmarking y�crstewater � `--�1 Opercrtions-Collectlo� Treatment, mtd _ Biosolids Management. Water : Enviranment Research Foundation. 17. Pisano, W. N. Grande, and G: Novac, . 1997. "Aut�mated Sewer Flushing Large Diameter Sewers," In Cvllection Systems Rehabilitai-ion and O&M Solving Today's P�'oblems and Meeting Tomorrow's Needs gp. 12:9-12:20. 18. Price, T.O., 1997. "Investigation of Corrosion, Debris andDeformationinLarge T3iameterPipes Using the Sonic Caliper," In Collection Systems Rehabilitation mrd �&�Lt Solving Today's Problenis �T MeetingTomorrow'sNeeds, pp.14:1-14:7. ADDTITONAL INFORMATTON California State University, Sacramento Ken Keai 6000. J Street Sacramento, Califomia 95819 Fairfax County, Virginia . IftY Khan Department of Public Works � 6000 Freds Oak Road Bu�ke, Virginia 22015 . City of Fort Worth, Texas Cory Hanson � Fort VYorth Water Department 1608 �11�' Avenue Fort Worth, Texas 76102 19. Reid, S., G. IrvYin, G.E. Knott, and D. City of I:os Angeles, Califomia SingleteaY� 1997. "Optimizing Large Barry B�n . D�e� �P��," In. Collection Los Angeles Bureau of Sanitation Systems Rehabilita�i'on mtd 08c1� S��g 2335 Dortis Place Today'sl'roblemsa�rdMeetingTomornow's Los Angeles, California 90031 �=�`� Needs, pp.8:39-$•48. ' . City o� Topeka, Kansas �, 20. Sharon, J. D., 1989. Combined Sewer T'im Green Dverflow Pollution Abatement.• Manual of Departme�t of Public Works Fi'actice No. FD17. Prepared for the Water 515 S. Kansas Avenue � Pollution Control Federation by tlie Task Topeka, Kansas 66603 ' � Force on CSO Pollution AbatemeIIt. � • The mention of trade names or commercial products 21. Thomas, D. H. and T.W. Trybus, 1995. do�snotconstituteendorsementorrecommendation •Collection Structural Integrity Better for the use by tiie U.S. Environmental Protection Undeistood Through Visualization Provided AgenCy, With Desktop Mapping, � 22. UEMSI�, 1998.`�I'he Predato� " Intemet site at �[�ttPJiwww.uemsi.com/predator. htm], accessed 1998. 23. Water Environment Research Foundation (WERF),1997. Benchmarlring yycrstewater Operations - Collection, Treatment, and Biosolids Management. Pro}ect 96-G"TS-5. �. Far more information contflct; Municipal Technology Branch U.S. EPA Mai1 Code 4204 � 401 M S�, S.W. Washington, D;C., 20460 �MTB Eaal�n h mryhtfd Orw t�ol ad�i�l sultAix MUNICIPAL TECHHOLOGT• BRAN H l��iea L��sc2 SA,r-�P�,� Sp�u ;Tk fF ��"�� '�-� ss F�S� � �-�� t s � �� _ }�,� Y��,.��;X�� k R;�, �rr 7 �}��t��G � �� sf �, =: � = Transm�ttal orm tY M...kv.�x , ci�rv...} � Y... ..,..:` A.. r.�7 .. ; .i` 3 ..�_. <: - Y a� , . �.'� . ' .. ' � .. ... • F. Company Name L:�� b� `�E,�� Date: _ 7�� ZS Z� << Address �.�� ,Iv,�:��-� 5�...��, ��,_ Company: ��c�,As-c City, State, Zip 2 �, a �„ � a. . `� � o S "` Attention: ►v \ ��4, �,`� '� t,; : � �� Phone Number E ' � �S °-F�3�. � �� From: G� ��n ��e,c�e�, Project name: �--�`�,Lt��) 'a,� �� ,��, . `',' L'`' � - �, i _'3 S � �` Sub'ect: � � �.15 � � 1�. uw� .Q �p e�� c..� � o We are sending you: Via: For your: ❑ Records ��Use and information �Approval �Review and comment O Use and distribution � Under separate cover ��Express Mail ❑ FAX Memo; � . Signed: � � \,..�;...,,�....., � � ❑ FEDEX ❑ UPS ❑ Other WMARKETING SuUmittals.doc �Aftached ❑ US Mail ❑ Hand Delivery 1 SECTION 02521 - PVC FOLD-AND-FORM PIPE LINER PART I — GENERAL 1.1 THE REQUIREMENT A. The WORK of the Section defines the approved methods and mate�ials to rehabilitate gravity and pressure wastewater pipelines by the insertion of a continuously extruded, folded, PVC Fold-and-Form Pipe Liner into an existing gravity or force main pipeline or conduit (host pipe), and the "blow-molding" (thermoforming) of the pipe liner to conform to the shape of the existing pipe. The rehabilitated host pipe will: 1. Extend continuously from one manhole (or other form of access point) to the next manhole with no joints; 2. Provide a tightly conforming fit against the inner wall of the Host Pipe. 3. Be designed for remote reinstatement of existing service connections and for external tapping of riew service connections; 4, Provide for complete structural integrity independent of the load-bearing capacity of the host pipe. 5. The complete pipe liner installation will include reinstatement of service connections. 1.2 DEFINITIONS: A. PVC Fold-and-Form Pipe Liner: A continuously extruded (joint-less), polyvinyl chloride (PVC) Pipe Liner that is shaped into a reduced form to facilitate insertion into existing pipelines or '��_ conduits. The 4" to 12" PVC Fold-and--Form Pipe Liner shall be coiled in a flat shape and folded during insertion; whereas the 15" and larger PVC Foid-and-Form Pipe Liner shall be coiled in an "H" shape. The Pipe Liner shall be designed to return to its extruded, round memory upon application of heat alone and to be formed tightly against the host pipe by "blow molding" (thermoforming) techniques. B. Host Pipe: An existing gravity or pressure pipeline or conduit to be iinternally rehabilitated by installation of the PVC Fold-and-Form Pipe Liner: 1.3 STANDARDS & SPECIFICATIONS: This specification references the following AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) standards, which are made a part hereof by such reference and shall be the latest applicable edition and revision thereof ASTM Desiqnation DESCRIPTION D 256 Standard Test Methods for Determining the Pendulum Impact Resistance of Notched Specimens of Plastics D 638 Standard Test Method for Tensile Properties of Plastics D 790 Standard Test Method for Flexural Properties of Unreinforced and Reinforced Plastics PVC FOLD-AND-FORM PIPE LINER � � D 1784 D 2444 D 2122 D 2152 F 1057 F1504 1.4 Standard Specification for Rigid Polyvinyl Chloride (PVC) Compounds and Chlorinated Polyvinyl Chloride (CPVC) Compounds Standard Test Method for impact Strength Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings Standard Test Method for Extrusion Qualify using • Acetone Immersion Standard Test Method for Extrusion Quality using Heat Reversion Standard Specification for Folded/Formed Polyvinyl Chioride (PVC) for Existing Sewer and Conduit Rehabilitation PIPE DESIGN AND DIMENSIONS A. SUBMITTALS: The CONTRACTOR shall furnish engineering data covering design and installation with the bid. Design calculations shall include all parameters used to calculate minimum thickness (SDR) of the liner to be installed. B. The length of the PVC Fold-and-Form Pipe Liner shall be that which is deemed by the CONTRACTOR to effectively carry out the insertion and to seal the PVC Fold-and-Form Pipe Liner at the inlet and outlet access. Individual insertion may be made over one or more manhole-to-manhole sections as determined by the CONTRACTOR and approved by the ENGINEER. The product supplier shall be capable of supplying continuous lengths to 700 LF in ail applicable diameters to ensure the capability of spanning from the end of the host pipe without excavation. C. The PVC Fold-and-Form Pipe Liner shall be supplied to an outside diameter and minimum wall thickness, based on the following project parameters and condition of the existing conduit as viewed in the video. The pipe design shall have sufficient strength to structurally enhance the existing conduit and support all ground water loads imposed PVC FOLD-AND-FORM PIPE LINER D. Unless otherwise specified, the CONTRACTOR shall determine the minimum and maximum length of liner to effectively span the distance from the inlet to the outlet of the respective manholes. �, E. The CONTRACTOR shall submit his price proposal based on the appropriate length, size, and existing pipe parameters designated in the Bid Documents. The deterioraiion of sewers is an ongoing process. Shoufd pre-construction inspections reveal the sewers to be in substantially different conditions than those in the design considerations, the CONTRACTOR shall request such changes in reconstruction liner thickness or any other recommended changes, supporting such requests with design data. The deviation, if approved, shall be reflected by the appropriate addition or reduction in the unit cost for that size as agreed to by the ENGINEER. 1.5 SAFTETY A. The CONTRACTOR shall conform to all safety requirements of pertinent regulatory agencies, and shall secure the site for the working conditions in compliance with the same. The CONTRACTOR shall erect signs and devices as are necessary for the safety of the work site. B. The CONTRACTOR shall also provide all of the WORK in accordance with applicable OSHA standards. Emphasis shall be placed upon the requirements for entering confined spaces and working with steam PART 2— PRODUCTS 2.1 MATERIAL SPECIFICATIONS: A. The PVC Fold-and-Form Pipe Liner will be manufactured from virgin PVC Fold-and-Form Pipe Liner compound, containing no fillers, and meet or exceed the following minimum physical properties: COMBUSTIBILITY FLEXURAL MODULUS FLEXURALSTRENGTH IZOD IMPACT CHEMICAL RESISTANCE Self-Extin uishin ASTM D 790 280,000 PSI 73F ASTM D 790 5,000 PSI (a�73F ASTM D 256 15 FT-LB/IN suitable for use under qeneral sanitary sewer conditions B. CHARACTERISTICS: The PVC Fold-and-Form Pipe Liner will be designed to meet the following installation performance requirements: 1. The Pipe Liner shall be capable of expanding a full pipe size larger than the nominal diameter (ex: 8" to 10") without splitting, or rupturing. 2. After being expanded by "blow-molding", the installed Pipe Liner will match the configuration of the host pipe, with a concave dimple typically appearing at each service connection. 3. The Pipe Liner shall be capable of negotiating Pipe Line bends in the host pipe without splitting, rupturing, or wrinkling of the Pipe Liner material. 4. The Pipe Liner shall be dimensionally stable immediately after cool-down, so as to permit immediate service connection reinstatement. PVC FOLD-AND-FORM PIPE LINER 4 5. The Pipe Liner shall have an ASTM D 1784 impact resistance cell classification of no less than five (5), to resist splitting during remote controlled service connection reinstatement. 6. Processing of the Pipe Liner shall cause no degradation of the Pipe Liner physical properties. C. MARKINGS: The Pipe Liner shall be marked at maximum five (5) foot intervals indicating ASTM D 1784 cell classification, manufacturer, and size (diameter and SDR). Each production lot will be uniquely coded. D. DIMENSIONS: 1. The Pipe Liner outside diameter will be manufactured substantially smaller than the inside diameter of the host pipe. The Pipe Liner shall be manufactured with sufficient excess wall thickness to allow the Pipe Liner to meet or exceed the DR requirements after being expanded by "blow-molding". 2. Standard Dimension Ration (SDR) of the Pipe Liner will be selected from Table 1, as determined by the environmental loading conditions. The Pipe Liner will be continuously extruded (no joints) at the factory to the minimum length required to effectively span the distance between manholes, in accordance with actual distances which shall be field verified by the Contractor prior to manufacturing. \ Pipe Liner Host Pipe Inside Diameter nominal Outside Range, Inches Diameter, Inches 11 Resulting DR Range for nominal SDR Minimum Maximum 32.5 4 3.7 4.2 30-37 6 5.7 6.3 30-37 8 7.4 8.4 30-37 9 8.3 9.4 30-37 10 9.3 10.5 30-37 12 11.3 12.8 30-37 15 13.9 15.7 30-37 18 17.5 19.6 * For Larger diameters - please contact the manufacturer E. ACCEPTABLE MANUFACTURERS: 35 41 50 * ,. . 33-42 * '` 33-42 ' ' 33-42 '' '` 33-42 39-50 * 33-42 39-50 ' 33-42 39-50 ` 33-42 39-50 48-61 1. Ultraliner PVC Fold-and-Form Pipe Liner, manufactured by Ultraliner, Inc., Oxford, Alabama or equal. 2.2 MATERIAL TESTING: Each production lot of Pipe Liner will be inspected and tested at the time of manufacture for defects is accordance with ASTM D 2444, and ASTM D 2152. All Pipe Liners shall conform with the specified dimensions. Material design properties shall be confirmed in accordance with ASTM D 790. PVC FOLD-AND-FORM PIPE LINER PART 3— PRODUCTS 3.1 HOST PIPE PREPARATION A. The existing pipeline shall be cleaned of any obstructions and televised using CCTV immediately prior to installation of the Pipe Liner in accordance with the Bid Documents. The host pipe condition shall be acceptable to the ENGINEER as appropriate for lining prior to the insertion of the Pipe Liner B. Prior to beginning the insertion of the Pipe Liner, the CONTRACTOR shall confirm that the host pipe is adequately cleaned 3.2 INSTALLATION PROCEDURES: The Pipe Liner manufacturer's installation instructions and procedures shall be followed during installation. A. POINT REPAIRS: Point repairs and obstruction removals shall be completed, as necessary, in order to enable lining. (It should be noted that Pipe Liner behavior cannot be predicted at 10% or greater ovality.) 2. Point repairs and obstruction removals which are completed to correct pre-existing conditions shall not be considered incidental to the Pipe Lining work and shall be paid for at the unit bid price. B. LINER INSERTION: ��- 1. The entrance to the host pipe shall be covered so as to provide a smooth surface to prevent damage to the Pipe Liner. 2. The Pipe Liner shall be positioned to enable it to naturally curve into the manhole and the host pipe. 3. The insertion end of the Pipe Liner shall be sealed to inhibit fluids and solids form entering the lumen of the Pipe Liner. 4. Insert the Pipe Liner into the entry manhole. Slowly feed the Pipe Liner from the supply reel, while simultaneously pulling the Pipe Liner at the exit manhole, to minimize tension on the Pipe Liner. Maintain two-way communication between personnel at entry and exit manholes to coordinate the rate of Pipe Liner supply and pulling operations. 5. Use a power winch and a steel cable connected to the pulling head as recommended by the manufacturer to advance the Pipe Liner. C. PIPE LINER PROCESSING AND "BLOW-MOLDING": Process and "blow-moid" the PVC Fold- and-Form Pipe Liner in accordance with the manufacturer's instructions for heating and expanding the Pipe Liner. Upon completion of processing and "blow-molding", the Pipe Liner shall fit tightly against the inside wall of the host pipe, be locked into the joints of the host pipe, PVC FOLD-AND-FORM PIPE LINER pipe. Temperature and pressure gauges shall be used at the insertion and termination manholes to monitor internal conditions during Pipe Liner processing and "blow-molding". 2. Introduce superheated, pressurized steam to heat and relax the Pipe Liner in strict accordance with the recommendations of the Pipe Liner manufacturer. Continue the application of superheated steam while introducing compressed air to increase internal pressure on the Pipe Liner as recommended by the manufacturer. DO NOT ALLOW PRESSURE TO EXCEED 12 PSI, AS DAMAGE MAY OCCUR TO HOST PIPE. 4. Discontinue the use of superheated steam while continuing the use of compressed air to maintain the internal pressure. Allow the Pipe Liner to cool below 1000 F before releasing pressure. D. SERVICE LATERAL REINSTATEMENT: The CONTRACTOR shall reinstate the live service connections using remote controlled methods as approved by the manufacturer or as otherwise approved by the ENGINEER. After creating a hole in the Pipe Liner, polish the edges of the resulting hole to remove sharp edges and to improve fiow conditions from the service lateral into the lined sewer main. The reinstated service lateral shall provide a minimum of 90% of the capacity of the lateral pipe. Service reinstatement shall be induded in the unit cost bid price for Pipe Liner installation. Reinstatement of the Service Laterals shall not commence before Pipe Liner has reached ambient ground temperature. The CONTRACTOR is responsible for ensuring that all active Service Laterals are reinstated. E. MANHOLE SEALING AND BENCHES: A watertight seal at the insertion and termination points in the manholes shall be provided in accordance with the manufacturer's recommendations. Neatly cut off Pipe Liner to a minimum of 3" to 4" from the manhole wall. 2. Provide a mortar/concrete bench adjacent to the Pipe Liner segment within the manhole to �- support the Pipe Liner sidewalls and to provide for smooth merging of flows from other Pipe Lines. 3.3 POST-INSTALLATION VIDEO INSPECTION: Perform internal video inspection of the completed Pipe Liner and the restored service connections. The camera shall have an accurate footage counter, which shall display on the monitor exact distance of the camera from the center line of the starting manhole. END OF SECTION - PVC FOLD-AND-FORM PIPE LINER � G h f � D � -1 � � Y a � d� � � _; T-'�,'�F '�4 "+'i �yk fr z A' -c r� tz x- ii. n t er.�- �i 5� C ',�. �, YiA�qi r R"C. �4� rr fa �H�.�u.�aCr r�`z'`� � �� rr� i -'Si;..(.� ��x:L; � : .z � � :._ �:- Transmitt �. ..�.�. �.��i,� .. .�..fi..�.�a .,, � .� . � . rm ._.,. x. _. : r _ ` . . _ " alFo- Company Name L��y b� `��,,�� Date: 7�� Z5 Z��l Address �."� � �,lZ��:��--� 5�..-��, l�� Company: ��, �cw,as-� City, State, Zip � �, � `•w l� . `� �$ o S �` Attention: _ ��'� �`� '�',.,.- �� Phone Number � �.S , `-{-3v, � Z�� From: �.� � Ll� ,��r�,� � Project name: �--1�Lf��> '� ,�� ,�� _ _ , `,.' \`_' ' " �-i _'3 S � � , Subject: � �� c c�� J� \Q, � s We are sending you: Via: For your: ❑ Records !" se and information ,�-�Approval �Review and comment � Use and distribution ❑ Underseparate cover ��Express Mail ❑ FAX Memo: � .. Signed: � � �,�.� : ` � ❑ FEDEX ❑ UPS p Other WMARKETING Submittals.doc �Attached ❑ US Mail ❑ Hand Delivery � � -_..� �'� CITYoF ��'� � � A R! Z O H 9 ��u y(tddyJ ��,utara}/L ✓ ✓ 1 Intent: It is the intent of this specification to provide minimum standards for materials and methods for waterproofing, sealing, structural reinforcement and corrosion protection of an existing lift station wet well. This specification provides flexibility in design by offering technologies available for repairing the various defects found in sanitary sewer structures from minor leaks to complete structural failure. STRUCTURAL CEMENTITIOUS LINER FOR LIFT STATION WET WELL � 2 Wet Well Specifications: Diameter — Twelve feet (12'). Depth — Fourteen feet (14'). Concrete wails, floor and top. Double door aluminum access dimensions four feet (4') by six feet (6'). 3 Applicability: These repair systems may be engineered for the depth, diameter, shape, traffic loading, groundwater pressures and condition of each manhole as a system of products, methods and certified applicators. Public Works Department Utilities — Wastewater Operations 1505 Sundog Ranch Road Prescott, AZ 86301 (928)777-1630 4 Referenced Standards 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 ASTM C-109 ASTM C-157 ASTM C-293 ASTM C-309 ASTM C-403 ASTM C-469 ASTM C-496 ASTM C-882 ASTM C-1090 ASTM C-1202 ASTM F-2551 Standard Test Method for Compressive Strength of Hydraulic Cement Mortars Modified Standard Test Method for Length Change of Hardened Hydraulic Cement Mortar and Concrete Standard Test Method for Fiexural Strength of Concrete (Using Simple Beam with Center-Point Loading) Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens Standard Test Method for Bond Strength of Epoxy Systems Used with Concrete by Slant Shear Standard Test Method for Measuring Changes in Height of Cylindrical Specimens from Hydraulic-Cement Grout (AASHTO T 277 Equivalent) Electrical Indication of Concrete's Ability to Resist Chloride lon Penetration Standard Practices for Instailing a Protective Cement Liner System in Sanitary Sewer Manholes 4.10 4.11 5 Material Description 5.1 Infiitration Control/Leak Plugging 5.1.1 Permacast-PIugT"" or Equal Page 1 of 6 5.1.1.1 A quick setting hydraulic cement compound used to quickly stop running water or seepage leaks in masonry and concrete. The Permacast-PlugT"" ( �, formulation is nonshrinking, nonmetaliic, and noncorrosive. Permacast- PIugT^" requires only potable water for mixing and achieves initial set in 1 � to 3 minutes, even when applied under water. 5.1.1.2 Permacast-PlugT"" is used above or below grade, interior or exterior, to stop seepage and flowing water leaks in concrete and masonry walls and floors. 5.1.2 Chemical Grout: All chemical sealing materials needed for severe leaks in the pertormance of work specified shall conform to ASTM F 2304 latest edition Standard Practice for Rehabilitation of Sewers Using Chemical Grouting. 5.2 Void Filling 5.2.2 Permacast-PatchT"" or Equal 5.2.2.1 A fast setting, ready-to-use, cement based concrete and masonry patching compound formulated specifically for unden�vater use. It requires only potable water for mixing. Permacast-PatchT"^ achieves initial set in 3 to 5 minutes and finai set within 20 minutes even under water. After initial set, Permacast-PatchT"' may be shaved to conform to the contours of the surrounding surface. Properly mixed and applied, Permacast-PatchT"" quickly develops a high strength and a tenacious bond. 5.2.2.2 Permacast-PatchT"" is used underwater or below grade on vertical, overhead, and horizontal surfaces. It is used for the patching of � manholes in preparation for the PERMACAST° liner application and is particularly well suited to fill offset bricks in the corbel area. 5.2.3 MS-10,000 ULT"" or Equal 5.2.3.1 PERMACAST� MS-10,000 UL is designed to provide a thick base layer that fills mortar joints, cracks and voids in brick and masonry manholes. The MS-10,000 UL may be applied by SpinCaster or low pressure mortar gun to quickly fill large sections of missing mortar joints or large voids. 5.3 Structural Cementitious Liner 5.3.1 MS-10,000 or Equal Structural Liner 5.3.2 The material is an ultra high strength, high build, corrosion resistant mortar, based on silica modified Portland cement. When mixed with the appropriate amount of water, a paste-like material will develop which may be sprayed, cast, pumped or gravity-flowed into any gap 1/2 " and wider. This mortar will harden quickly without any special curing. 5.3.3 The hardened binder is dense and highly impermeable. The above pertormance is achieved by a complex formulation of mineral, organic and densifying agents and sophisticated chemical admixtures. Graded quartz sands are used to enhance particle packing and further improve the fluidity and hardened density. The composition also possesses excellent thin-section toughness, high modulus of elasticity and is self-bonding. Fibers are added as an aid to casting, for increased cohesion and to enhance flexural strength. Page2of6 5.3.4 The mortar may be cast against soil and metals, (including aluminum and lead), wood, plastic, cardboard and other normal construction material. Unit Dry Weight Set Time at 70 °F ASTM C-403 Initial Set Final Set Modulus of Elasticity ASTM C-469 28 days Flexural Strength ASTM C-293 24 hours 28 days Compressive Strength ASTM C-109 24 hours 28 days Split Tensile Strength ASTM C-496 Shear Bond ASTM C-882 Shrinkage ASTM C-157, RH 90% Shrinkage ASTM C-1090, RH 90% Chloride Permeability ASTM C-1202 5.3.5 Physical properties 5.4 Antibacterial Admixture - Con""°Shieldc or Equal 125 pcf min. 120 minutes min. 240 minutes min. 1,500,000 psi min. 400 psi >1250 psi 3,000 psi 10,000 psi >700 psi >1,500 psi None None <550 Coulombs 5.4.1 The physical properties of the structural cementitious liner shall be unchanged by. adding Conm"Shield�� 5.4.2 Conm"Shield� is a liquid admixture for concrete and mortars for the prevention of MIC common to concrete pipe, manholes and similar structures in municipal �_ sewer environments. As an additive, it permeates the PERMACAST� MS-10,000 or Equal mortar during the mixing phase and molecularly bonds to the cement partiGes to create an environment incompatible to the growth of harmful bacteria. 5.4.2.1 Con`"'°Shield° becomes an integrated component of the hardened binder. It cannot wash off, delaminate or lose its effectiveness from wear. Scraping or erosion of the concrete surFace only serves to expose additional material to the environment that would otherwise foster bacterial growth. As bacterial growth is neutralized, hydrogen sulfide gases released from the raw sewerage cannot be metabolized and converted into sulfuric acid in concentrations sufficient to damage the impregnated concrete and mortar. 5.4.2.2 This material is ideally suited for concrete used to manufacture precast pipe and manholes for use in municipal sewer environments or wherever Thiobacillus bacteria may cause MIC. Repair mortars with Con""`Shield� subjected to concentrations of Thiobacillus bacteria in the laboratory have shown compiete neutralization in just 24 hours. 6 Design Criteria 6.1 Design Strength/Thickness Ratio: Using Roark and Young's equation for buckling capacity on a liner, the design engineer shall determine the most appropriate thickness from the pertinent engineering parameters in each case. Check the manufacturer's design guide for detail. Page 3 of 6 7 Applicator Qualifications 7.1 Contractors shall be certified and trained in the structural lining process and use of the antibacterial admixture. Execution\Instal lation 8.1 8.2 8.3 8.4 8.5 8.6 8.7 :: Preparation: Cover the manhole base to prevent washed debris from entering the sewer line. Power wash the interior surface with a high-pressure water blast, usually 3,500 psi, sufficient to remove all laitance and loose material and flush debris downward to the coveted base. Pressures sufficient to etch the existing surface will improve adhesion. Plug any active leaks with plugging material or chemical grout as necessary according to the instructions on data sheets. Fill voids and overhangs with patching material. Utilize low pressure mortar spray or Spin Cast underlayment material where large sections of mortarjoint filling are required. Apply a Con""�Shield� rinse to kill any remaining bacteria prior to structural lining. Equipment: Mortar mixers, compressors and pumps are standard commercial models. The high-speed, rotating applicator device is used to provide a densely compacted liner of uniform thickness and thorough coverage. Mixing 8.7.1 Combine 50 pounds of the packaged dry mix with the specified amount of potable water while mixing with a high-speed shear mixer for four (4) minutes. Continue to agitate the mo�tar to prevent thickening beyond the desired fluidity. The working time is approximately 40 minutes. 8.7.2 Con""`Shield� admixture: The liner material is mixed with just the addition of clean water and Conm"Shield", in the prescribed amounts for microbiologicaily induced corrosion (MIC) protection. No other additives shall be used at the site without prior approval. Structural Liner Installation 8.8.1 Position the bi-directional Spin Caster applicator within the center of the manhole at the lowest point desired for the new wall and commence pumping the mixed mortar. As the mortar begins to be centrifugally cast evenly around the interior, retrieve the applicator head at the prescribed speed for applying the thickness that has been selected. Controlled multiple passes are then made until the desired finished thickness is attained. if the procedure is interrupted for any reason, simply arrest the retrieval of the applicator head until flows are resumed. 8.8.2 The retrieval speed can be provide the best strengths a dictate in any portion of the throughout the circumference, wet gage. 8.8.3 8.8.4 easily varied to create different thickness to s the condition or depth of the manhole may manhole. Because of the even application thickness may be verified at any point with a The application shall be a minimum of two (2) - half inch (1/2) lifts and shall be hand toweled smooth. Clean Up: Upon completion, the base covering shall be removed and any debris disposed properly. Additional material shall be hand applied to bench Page 4 of 6 surfaces at a thickness of 3-inches tapering from the wall to the edge of the channel. Flows at bottom channels may remain active during the procedure. 8.8.5 Hot Weather Application (Above 80° F) 8.8.5.1 Do not apply Permacast mortars when ambient and surtace temperatures are 100° F and above. Shade the material and the prepared surface to keep it cool. 8.8.5.2 To extend working time, mix the material with cool water or ice- cooled water. Moisten the substrate to improve hydration but be certain the substrate is saturated surface-dry (SSD) before application begins. 8.8.5.3 When brushing is required, work the material quickly once it has stiffened - when a finger pressed against the material will mark it lightly but not sink beneath the surface. 8.8.5.4 Proper curing is always required and is particularly important in hot weather. Refer to Section 7.8.6 on curing. 8.8.6 Cold Weather Application (Above 45° F): 8.8.6.1 Do not apply Permacast mo�tars when ambient temperafures are expected to fall below 45° F within 72 hours of placement. Both ambient and substrate temperatures must be at least 45° F at the time of placement. 8.8.6.2 Low substrate and ambient temperatures slow down rate of set and strength development. At temperatures below 45° F, warm the � material, water, and substrate. Properly ventilate the area when heating. Protect the new liner from freezing. 8.8.7 Curing/Finishing: Avoid overly windy and arid curing conditions; use curing membranes per ASTM C-309: C-1315 to create the most optimal curing COII(iltlOflS jJOSSIE�I@. CS IDENTIFIER� shall be used for curing identifying concrete and mortar structures containing Con`"'°Slll@Id`�. CS IDENTIFIERTM changes color as an indicator to warn when corrosion activity other than biogenic corrosion is present. If epoxy topcoats are to follow, CS IDENTIFIERn''� should not be used. Only use products that will be compatible to enhance the epoxy bond. Submittals 9.1 All submittals shall conform to the requirements of the Contract document. 9.2 In addition, the following items may be required of the installer to be submitted to the engineer at the sole discretion of the engineer. This Contract shall not be considered complete until receipt and acceptance of the following: 9.2.1 Reference submittals 9.2.1.1 Contractor certification 9.2.1.2 Material certification 9.2.2 Product data 9.2.2.1 Patching and plugging material 9.2.2.2 Cementitious lining materia� 9.2.2.3 Cementitious lining with admixture Page 5 of 6 10 Product Handling 10.1 Special tiandling is not required for PERMACAST° mortar. Normal precautions for "nuisance dusY' shall be observed. Consult Material Safety Data Sheet for details. 10.2 Con""°ShieldW�is non-toxic and contains no phenols, heavy metals or formaldehyde. It contains an E.P.A. registered antibacterial ingredient (E.P.A. Registration Number (75174-2-47000). It is stable in ultraviolet light and it is leach- resistant. Consult Material Safety Data Sheet for full details. 10.3 Personnel entry is not required to rebuild the interior wall of most manholes when using the PERMACAST° SpinCasterTM'. If personnel entry becomes necessary for any reason, OSHA standards for confined space entry shall be strictly observed. 11 Quality Assurance and Acceptance 11.1 Two test cubes of the Spin Cast material shall be taken randomly as directed by the inspector at owner's expense to verify strengths. Thickness can be verified with a wet gage at any random point of the new interior surface. Any areas found to be thinner than the minimum specified thickness shall immediately receive additional material. Visual inspection should verify a leak-free, uniform appearance. 12 Measurement for Payment: 12.1 Payment shall be made at the unit price per ve�tical or square foot of finished wall for each prescribed thickness. 13 Warranty: 13.1 Material and workmanship shall have a warranty period of no less than five years form �_ the time of completion. Page 6 of 6 S a � t a r n � r � n « .1 c� � '1 a �� T—k '-F'Y `'+1'41T�?'� �i'� r s! nig�i �'�'i � r,k � �p�8:, r?-' �.,,.. i .�v�a'rC �r�� "{��iF� d'r.�� ° xn�a�'4�y xi,C �c � �- -� s a - i �� Transm�ttal rm �r t � �. '�. t% vi ,n f� -�a ..,'4.'..: ,r ..,.�� .. ,.�._-�� ....e .17 ss . 1 .�. .,.: � �-_ �' . ':i i�: ; .. - . `.'. ._., . . . . . _ . - " Fo Company Name �-:�� b� �E,��o,� Date: 7�� ZS Zc� �l Address �.�� j �,�.h:��--4 S�._-�� -� Gompany: ��s�� City, State, Zip � �a a �.,.� � . � � o S � Attention: _ � �<4, �`1 `� t,; : l� Phone Number � �S , `�'3�. ' � � � Fro m: �.� ;�`� �.� e� � e2 Project name: L-1�,Lt�� ,�z�� 4� - �-1 _'3 S g �` Subject: �S t� �!� � � • � We are sending you: �Attached Via: ❑ US Mail 0 Hand Delrvery � Description ❑ Under separate cover ��Express Mail ❑ FAX ❑ FEDEX ❑ Other Da te _Z ✓� I � i � � ❑ UPS No Copres a � t�f �o�,.s �l� �p, �t� 'I `�` L. IDvtiC .� ✓ For your: ❑ Records ��Use and information ,�-Approval �,,Review and comment ❑ Use and distribution Memo; Si ned; -�� 9 � ��._: �� VMARKETING Submittals.doc � � � �,..,� � �� t�-xi �-y 4 ��'� �� . �.a.��y 3 -�-+,.� 3�T - �� s' �� .'�'� €' � .:; ,�,.�^�c.-�- �' �sG�7 ar =`` � � d`z'.oi� - � `,. 's a� ..t``Z '".r � ; _ , - �-�.G � �ti �.��: ,,r, �. _ s � .. .. '� � - f �I'�k r :� ' �. �. ' Z`� i a "4 ^'t" �r . �� '"'�r'`�z irf�-s'`'� ;t+ _ ': _ .,-+ r'r� �sr -' . . *��- +c � . t� -� r :� . tr�S t � _ i., i .+ l v��2..�.Zc,t �-� � �: ��,` `` - t �s ; � . ,.t-�„ . _�`y� q �' ,�,�"�_ � ,, _ �. -.� � � .� � �.-r . . : . . _ . '��c, .r ��'t . ty.,� � � C _. . . _ . . _,....__._._. :.e•",gt�;�:-,... _ _ 'c - :I� . � 4,- .,s �'1 i4'� '�r� . � . ��1 � � y 4 - � - ` � y � ..:. s o�, '..- . ' _ 6 ,',7�. � . .. . .. .. . - . . ' .. "•�r,x.. � � . � .. F�J� � � Y� f6� gn . . . . . �- ,�F ;�' � . ��_. . �' �' a�+�� , �.. ... '1�.. .. .. � -- .. _. . _ 1�� 7�' �.: � ? � Ac�hes�on 'Te�ting �a�pl� Lan�ua�� The cured epoxy and polyurethane lining shall be subjected to adhesion (bond) testing. A minimum of three (3) 20 mm dollies shall be fixed to the lined surface every 200 square feet at various locations within that area. Measurement of adhesion of the lining shall be examined in accordance with ASTM D4541. The Owner or its representative shall further e�aluate any areas detected to have inadequate adhesion. Further adhesion testing may be performed to determine the extent of potentially deficient bonded area and repairs shall be made in accordance with Section 500-2.4.9. �a��a�� rr� ��d `�e��s��9ogy Up�� a�, ��9��a��a9 �� . �� C��t�n� ��s�em�� 9�� o��a��ame�� This NACE International (NACE)/Steel Structures Painting Councii (SSPC) report represents a consensus of those individual members who have reviewed this document, its scope, and provisions. Its acceptance does not in any respect preclude anyone, whether he has adopted the report or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not in conformance with this report. Nothing contained in this NACE/SSPC report is to be construed as granting any right, by implication or otherwise, to manufacture, sell, or use in connection with any method, apparatus, or product covered by Letters Patent, or as indemnifying or protecting anyone against liability for infringement of Letters Patent. This report should in no way be interpreted as a restriction on the use of betteF procedures or materials. Neither is this report intended to apply in all cases relating to the subject. Unpredictable circumstances may negate the usefulness of this report in specific instances. NACE and SSPC assume no responsibility for the interpretation or use of this report by other parties. Users of this NACE/SSPC report are responsible for reviewing appropriate health, safety, environmental, and regulatory documents and for determining their applicability in relation to this report prior �to its use. This NACE/SSPC report may not necessarily address all potential health and safety problems or environmental hazards associated with the use of materials, equipment, and/or operations detailed or referred to within this report. Users of this NACEJSSPC report are also responsible for establishing appropriate health, safety, and environmental protection practices, in consultation with appropriate regulatory authorities if necessary, to achieve compliance with any e�osting applicable regulatory requirements prior to the use of this report. CAUTIONARY NOTICE: The user is cautioned to obtain the latest edition of this report. NACE/SSPC reports are subject to periodic review, and may be revised or withdrawn at any time without prior notice. NACE and SSPC require that action be taken to reaffirm, revise, or withdraw this report no later than ten years from the date of initial publication. Approved February 1997 Oc 1997, NACE internationai and SSPC NOTICE TO THE READER: The NACE and SSPC releases of this publication contain identical wording in the same sequence. Publication format may difier. Steel Structures Painting Council 40 24th St. Pittsburgh, PA 15222 - +1(412)281-2331 NACE International P.O. Box 218340 Houston, TX 77218-8340 +1 (281)492-0535 Printed by NACE International �� i�� and ensures that the bond to the coating is sufficient to survive stresses from curing and thermal cycling. Many coating manufac- turers and designers typically spe- cify minimum bond strength be- tween 1.4 and 2.1 fViPa (200 to 300 psi), depending on the coating and the service conditions. 3.2.1.2 Test Methods32 3.2.1.2.1 ASTM D 454133 is typicaliy used to test for surface strength. 3.2.1.2.2 ACI 503R, Ap- pendix A,34 uses a larger test area than ASTfV� D 4541. 3.2.1.2.3 The patch test involves applying the coating to a 100- to 150-mm (4- to 6- in.)-diameter area of the concrete after surface prepa- ration, typically by the same application method as will be used to coat the entire struc- ture. After 24 hours, the con- crete/coating interface is tested by striking the side of the patch with a hammer or a hammer and chisel. Although the patch test is not quanti- tative, it is simple and easy, requires no special equipment or adhesives, shows potential adhesion of the specific coat- ing to be used, and tests surface strength in a shear mode. 3.2.2 Physical and Chemical Damage Existing concrete structures that have been subjected to mechanicai damage (due to impact or abrasion), chemical attack, or rebar corrosion are restored to provide a uniform, sound substrate for coating. In cases of severe damage, the concrete may need to be completely removed and replaced. It is im- portant to remove all deteriorated concrete and to cut the surrounding sound concrete using the procedures described in ICRI�3� 0373035 in order to best receive and hold the patching material. Some contaminants may have a detrimental effect on the rebar or the applied coating if they are not completely removed. Methods for detecting and treating residual chemical contamination are discussed in Paragraph 3.3.1. Cementitious repairs are treated as new concrete (see Paragraph 3.1). Polymeric grouts and patching materials are often used, especially when the coating is to be applied immediately after the repair. It is im- portant that these materials be compatible with he coating to be applied. Selection and appli- cation of these materials is described in Para= graph 6.2. 3.2.3 Other Defects and Imperfections 3.2.3.1 Defects such as honeycombs, scaling, and spalling do not provide a sound, uniform substrate for the coating. Defects are usually removed and patched prior to surface preparation (see Paragraph 6.2). 3.2.3.2 Surface voids, tieholes, bug- holes, pinholes, and excess porosity may affect the application and per- formance of the coating. The maximum substrate void size or porosity that can be tolerated depends on the type of coating. These voids typically are filled prior to coating appiication (see Para- graph 6.2). If voids are not filled and the coating is applied, the trapped air vapor expands and contracts and may affect the cure or the film integrity and performance of the coating. Excessive porosity in the concrete surface may resuft in pinholes. 3.2.3.3 Protrusions such as form lines, fins, sharp edges, and spatter may cause holidays or thin sections in the coating if they are not removed. Pro- trusions arnd rough edges typically are removed during surface preparation. 3.2.4 Joints and Cracks Many coatings are rigid and are prone to reflective cracking (see Paragraph . 4.7.1). Therefore, it is important to identify existing joints and cracks and quantify the maximurn expected movement prior to coating selection. Movement at joints or cracks is due to shrinkage, thermal cycling, settling, or load; however, in existing structures no signifi 20 � movement is e�cpected �due to shrinkage. Additional information about the identification of joints and their expected movement is given in ACI 302, ACI 504, and in Paragraph 3.1.3 of �3j International Concrete Repair Institute (ICRI), 1323 Shepard Dr., Ste. D, Sterling, VA 22170. 32 --- -- — __ � ,. I� l hA.Jvo�r ✓�i�b�6N CsJ.OE� � h�•� k� it'�h�'y �L%��i��y 4 � } eix- ir.n.) � {�� Y i:� . �a'�Y.. ��' ��"y� k �. ��_��s7 �ir.�^';'t�'�'? � ° � ��. � �,;g .. �� . ` . , . - Tr-ansmittal- Form �. �... . � . .... � Company Name �.:��y b� �? �,,�� ^Date: 7�� ZS Z� �l Address �."� � c,1�,.�:�� ..,_F� �.�r• � -� � _ Company: ��,.��s-c City, State, Zip _ �, a a.,,, a. � S� o S`` Attention: `�4, �,,` � _ � � �� N --� ifi Phone Number � Z,S , `-�'3�. "�j 2� �p�, ' � From: L�� ,�� Project name: �--,'�,Lf��) �� - - �� ,`' L"' - � f _'3 S g �` Subject: � c ! Ca �� c�� N � �� We are sending you: �Attached Via: ❑ US Mail ❑ Hand Delivery Description V ' S c � �.c. � ��. For your: ❑ Records 1`�—(Jse and information � ,�--Ap pro val . �Review and comment ❑ Use and distribution ❑ Under separate cover ��Express Mail ❑ FAX ❑ FEDEX ❑ UPS ❑ Other Date � 7- Z9-1 Memo: , �� . Signed: � d._ �--`.>s-�...: �:..� No Copies ; ; z � WMAIZKETING Submittals.doc �O� JL1��i�� L�� .J � �1 for 'I'REI�CHLESS IVIAll1HOLE REI�tEW�4.L with P�RMACAST� / PERMAF0�2IVi° TECHNOLOGY � M�#H�LE I M�4HHOLE nCopyright 1998 AP/M PERIvLAFORM° Page 1 of 11 UCICKIVK�tICU I REHE�fEQ S'I'A�LTC'I'�JRAL SHELL THIC�tESS I)ESIGI� G�TII)E1 �'OR CALCULATING THE APPROPRIATE THICKNESS TO REINFORCE, SEAL AND Pa20TECT EXISTING UNDERGROUND STRUCTURES This method is selected when the existing manhole is structurally stable but degraded with actual or potential points of infiltration 1. MORTAR THICKNESS DESIGN Factors to be considered for calculating the thickness of a cementitious liner placed against the existing interior wall of a cylindrical structure are: • strength • density • elasticity of the mortar • static and dynamic loading • soil type • ground water pressures • existing structural conditions � anticipated changes in conditions . diameter and depth The following minimum design parameters of the mortar material were used for these calculations: • minimum 3,000 psi compressive strength in first 24 hours • minimum 150,000 psi modulus of elasticity in first 24 hours • extremely dense to prevent water migration (levels less than 1,000 coulombs) Allowances can be made for materials of lesser physical properties by proportionately increasing the liner thickness. When a measurable thickness of the original wall has been lost, the new structural liner should be replaced with a thickness equal to that cross sectional value that was lost. For example, a pre-cast concrete manhole with an original cross sectional thickness of 5 inches (130 mm) which has lost 1.5 inches (40 mm) of its original thickness would need to receive 1.5 inches (40 mm) of new liner material to restore it to its original diameter if it were of the same C495 Portland cement concrete as the original pre-cast manhole. If material meeting the minirnum parameters described above were used, then the liner thickness would be as shown in Table 2. Manholes are most adversely affected by traffic loads passing directly over or near the structure and hydrostatic loads from externai ground water pressures. Since these conditions are the most cntical factors for design calculations, design strengths which are able to overcome each of these factors, are sufficient to overcome all other factors. Vehicular loading moments affect the top 2 feet (600 mm) only and can be categorized as light or heavy. Ground water pressure increases with depth. The greater the depth and pressure, the thicker the liner must be. For equivalent strength levels in diameters larger than 48 inches (1200 mm), the thickness of the liner would increase proportionately. Larger diameter manholes require a greater thickness to provide a correspondingly acceptable structural reinforcement value (much like SDR thickness of pipe). Therefore, shell thickness as a function of the moment load capacity can be computed. Results of these computations are summarized in Figure 1. These relationships included a bedding factor of 3. An evaluation, comparing extemal symmetric pressures causing compressive hoop stresses and extemal pressures causing elastic instability, showed that buckling is the critical mode of failure when shell radius to thickness ratio is greater � This information was determined from fieid observations and tests conducted at the Spangler Geotechnical Laboratory by the Civil & Construction Engineering Depart�nent of Iowa State University in Ames, Iowa under a research grant from the National Science Foundation. �Copyright 1998 AP/M PERMAFORM� Page 2 of 11 than ten. Under such cucumstances, buckling capacity can be estimated, as presented in Figure 2, with a method described in a report of in-situ manhole rehabilitation from Iowa State University. The most common source of moment inducing loads on vertical structures is resulted from traffic passing near the structure. The obvious load is a vehicular wheel on the lid. Figtue 3 shows the relationship of lateral pressure from wheel load against depth. A simple computation shows that a 10,000 lb. wheel load induces lateral stress along the axis of a one- half inch thick ring at about 270 psi compressive strength. The PERMACAST° mortars develop such strengths in a few minutes. Table 1 shows the thickness required for (1) light traffic (less than 4,000 pound wheel load) and (2) heavy traffic, operating near a manhole. If vehicular traffic can be directed 3 feet (1 m) away from the newly lined manhole, traffic loads need only be considered in terms of full strength at 7 days. Table 2 shows thickness for hydrostatic loads alone. A monolithic liner is essential for leak proof integrity. EXAMPLE.• A manhole 20 feet (6 m) deep 48 inches (1200 mm) in diameter with a chimney 24 inches (600 mm) in diameter in a light traffic area withouL active leaks in a reasonably stable condih'on would require a thin shell structural wall of at least 1 inch (25 mm) in the [op 2 feet (600 mm), at least'/. inch (20 mm) in the upper 12 feet (3.5 m) and at lenst 1 inch (25 mm) in the lower portion down to the bench.� For consistency, the design engineer will likely specify 1 inch (25 mm) throughout. �w in II � I� � o» o�a � oM �. om a 0 �o �b K� 2� ha,s E=190000 pd � --�� ■ �� i��;� ��-�� .---■ �� an � � .� � � 7am � �r. P+ Figure 2. Buckling capacity, 24 hour test Laterel Pressure due to wheel load load per Nheel = 104501bs ;;��i''�%'r-s%i;:'�vo'.,�.��,��i,;�4i.'r:qsi%'r�;'spi: i;�;;•ut;'sip,"/qll�:i3��s :,. .. • ... _ .. �s,: . ..:....., ._.. , •. ��■�� ..1l��_�n�� • � I�ifi��e�■■--- ��A�_�� ,: ��0� �� .. ��C�....._ Figure 3. Lateral stresses due to wheel load C`�dty vzTTidoie�c. 24 rnus Ruaral �tror�h' 647 Pa � � � x� � am ,.n ,s ,� ,.m Q3 ns na ......�:.,,d -are�u. �� id� h • • • �re�e. o sn m � mu ,� �o .� ,� .� �oo � rm an s�s caax v� Figure 1. Moment load capacity of shells, 24 hour test Z Liner material of lesser physical properties than MS-10,000 may be used by proportionately increasing the minunum thickness. OCopyright 1998 AP/M PERMAFORM� LIST OF ASTM STANDARDS C 109 C 293 C 469 C 882 C 157 C1202 Standard Test Method for Compressive Strength of Hydraulic Cement Mortars Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Center-Point Loading) Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression Standard Test Method for Bond Strength of Epoxy- Systems Used with Concrete by Slant Shear Modified Standard Test Method for Length Change of Hardened Hydraulic Cement Mortar and Concrete (AASHTO T 277 Equivalent) Electricai Tndication of Concrete's Ability to Resist Chloride Ion Penetration Page 3 of 11 2. MATERIALS FOR PERMACAST� TECHNOLOGY This specification establishes the minimum standard for material and method of application for restoring and sealing leaking and deteriorated manholes by centrifugally casting a special mortar, onto its interior in one application at a specified thick.ness. The type of material, which may be selected, depends upon the source and concentration levels of the corrosive environment. See Table 3 for relative comparisons. 2. I PERMACAS7`�' MS-10, 000 The material, PERMACAS'I'c9 MS-10,000, is an ultra high strength, high build, corcosion resistant mortar, based on Portland cement fortified with micro silica. When mixed with the appropriate amount of water, a paste-like material will develop which may be sprayed, cast, ptunped or gravity- flowed into any area '/. inch and larger. This mortar will harden quickly without any need for special curing. The hardened binder is dense and highly impermeable. The above performance is achieved by a complex formulation of mineral, organic and densifying agents and sophisticated chemical admixtures. Graded quartz sands are used to enhance particle packing and further improve the fluidity and hardened density. The composition also possesses excellent thin-section toughness, high modulus of elasticity and self- bonding. Fibers are added as an aid to casting, for increased cohesion and to enhance flexural sh-ength. The water content may be adjusted to achieve consistencies ranging from thin motor oil to modeling clay. Despite its high fluidity, the mortar has good wet adhesion and does not sag or run after placement. The mortar may be cast against soil, metals (including aluminum and lead), wood, plastic, cardboard or other normal construction material. 2.2 PERMACAST`�' CR-9,000 The material, PERMACAST'� CR-9,000, shall be high strength, high build, corrosion resistant, resin unpregnated synthetic mortar based on calcium aluminate cement and non- reactive quartz sand. When mixed with the appropnate amount of water, a paste-like material will develop which may be, sprayed, cast, pumped or gravity-flowed into any area 1/4 inch and larger. This mortar will harden quickly without any need for special curing and can be considered mature after 24 hours. The hardened mortar has been purposely developed to be resistant to very aggressive soil conditions, such as low pH and high sulfates, sea�vater and dilute sulfuric acid resulting from OCopyright 1998 AP/M PERMAFORivf� bacteriological oxidation of hydrogen sulfide common to sanitary sewers. The raw materials aze carefully selected and contain no calcium sulfates, no tri-calcium aluminates and no agents aggressive to reinforcing steel. The mortar is designed to resist biogenic corrosion in atrnospheres in which Portland cements may reach Ievels as low as pH2. Like all calcium aluminate cements, it will experience the effects of corrosion at pH levels less than 2 but at much slower rates than Portland cement mortars. The hardened binder is dense and relatively impernleable and does not contain any free lime hydrates. Ihe above performance is achieved by a complex formulation of mineral, organic and densifying elements and sophisticated chemical admixtures. Finely ground silica quartz sands are used to enhance particle packing and further improve the fluidity and hardened density. The composition also possesses excellent thin-section toughness and bonding power. Non-metallic alkali resistant fibers control cracking and enhance its flexural resistance. The mortar can be used as the sole protection against aggressive elements common to most sanitary sewer systems. The water content may be reduced to achieve any consistency ranging from thin motor oil to that of modeling clay. Despite its high fluidity, the mortar has good wet adhesion and does not sag or run after placement. The mortar may be cast against soil, metals (including aluminum and lead), wood, plastic, cardboard or any other normal construction material. 2.3 COR+GARD� COMPOSITE COR+GARDm is a two-component 100% solids epoxy especially formulated for use in sewer systems. It is white in color for enhanced visibility. It is usually applied robotically from the PERMACAST� patented applicator for uniform distribution over the entire interior surface of manholes, pipe, and similar structures without requiring entry. It will cure quickly, even when immersed in fresh or salt waters. It rapidly forms a tenacious bond to freshly applied PERMACAS'T� mortars, which are formulated to prevent delaminating calcium powders during hydration. COR+GARD� composite produces a smooth, glossy and homogenous protective layer that is impervious to biological corrosion, water, oils and most chemieals. Once the cementitious underlayment has been applied to seai, reinforce and smooth the existing interior surface, the COR+GARD� epoxy shall be applied to a minimum thickness of .065 inches to provide a complete and uniform vapor barrier against attack by sewer gases and corrosion causing bacteria. The surface shall be free of entrapped air bubbles or holidays. . �� .ry{ �w � � f� v L� � G�v �v Page 4 of 11 � 2.4 COI�'�I�SHIELD� Con'��I�Shield° is a liquid admixture for concrete and mortars for the prevention of hydrogen sulfide generated bacterial corrosion (IvIIC) common to concrete pipe, manholes and similar structures in municipal sewer environments. As an additive, it permeates the concrete or repair mortar during the mixing phase and molecularly bonds to the cement particles to become an integral component of the hardened product and to create an environment incompatible with harmful bacterial grow�th. Con�i�Shield� becomes an integrated component of the hardened binder. It cannot wash off, delaminate or lose its effectiveness from wear. Scraping or erosion of the concrete surface only serves to expose additional material to the environment that would otherwise foster bacterial growth. As bacterial growth is neutralized, hydrogen sulfide gases released from the raw sewerage cannot be metabolized and converted into sulfuric acid in concentrations sufficient to damage the impregnated concrete and mortar. This material is ideally suited for concrete used to manufacture precast pipe and manholes for use in municipal sewer environments or wherever Thiobacillus bacteria may cause microbiologically induced corrosion (IvIIC). Repair mortars with Con'"I�Shield� subjected to concentrations of Thiobacillus bacteria in the laboratory have shown complete neutralization in just 24 hours. 3. ENGINEERING ADVANTAGES OF HIGH SPEED RADIAL IMPINGEMENT Centrifugal casting of the mortars and epoxies ensures the highest level of quality assurance possible for "in field" manufactured manhole liners. Centrifugal application procedures are therefore far superior to hand spraying, With a given volume of material pumped to the spinner head, the thickness is easily controlled by the number of passes repeated through the center axis of the manhole. The repeated up and down passes are controlled by a powered winch to guarantee unifOrnlity. ThorOugh coverage is easily controlled and the thickness is verified by use of a wet gage measurement at any point since the same amount of material is cast evenly around the interior. Hand applied materials depend upon the skill of the "in hole" applicator doing physically strenuous work in an uncomfortable and hazardous environntent. The risk of applying too little material at any given interior location is extremely high. It is known that stresses concentrate at the thiru�est portion of the liner. If a thin portion is less than the muumum engineered thickness, the liner is likely to fail under strain at that very point by cracking or spalling. Uniform application is even more critical when applying protective coatings. COR+GARD° is spun on through the PERMACAS'IQ spinner head in the same way that the mortars are applied. Multiple passes through the center axis ensure thorough and complete coverage. Hand spraying accurately and consistently from inside any manhole is very difficult at best. The risk of being too thin or missing a single point is very high. Any coverage less than 100% can allow an entry point for hannful bacteria or chemicals to attack the underlying substrate. • uniform placement at pre-selected thickness • one application; monolithic; not lavered • thorough coverage • easily verified at any point • easily inspected • dense compaction without troweling • even application of COR+GARD° epoxy • minimizes hazardous confined space entry � c.7Copyright 1998 AP/M PER�IAFORM° Page 5 of 11 Typical cross section of PERMACAS'I`a shell Spinner Head in Operation BEFORE �5. :� ,'�=i ..:k�T .`j�_�/ ll. ,;_ BEFORE C� � H� .: :C- , : AFTER COR+GARD� COMPOSITE APPLIED ONTO PERMACAST� MATERIAL FOR CORROSION PROTECTION AFTER 0 �, ��Copyright 1998 AP/Ivf PERMAFORM° Page 6 of 11 DETERIORATED BRICK MANHOLE MANHOLE SPUN WITH PERMACAST�' MATERIAL PRECAST MANHOLE WITH HIGH HZS CORROSION CHARTS OF PERMACAST� DESIGN GUIDE Lighf Traffic Heary Traffic Diameter Depth 12 hours 24 hours 7 days 12 hours 24 hours 7 days (in.) (ft.) Thickness Thickness Thickness Thickness Thickness Thickness (in.) (in.) (in.) (in,� (in.� ��.� 24 1 1 1 0.75 1.75 1.25 1.25 " > 2 0.5 0.5 ' 0.5 0.5 0.5 0.5 36 1 1.25 I 1 2 1.75 1.5 " > 2 0.5 0.5 0.5 0.5 0.5 0.5 48 1 1.5 1.25 1 2.25 1.75 1.75 " > 2 0.5 0.5 0.5 0.5 0.5 0.5 Table 1. Traffic Load Diameter 24 in. Diameter 36 in. Diameter 48 in. Depth 12 hours 24 hours 7 days 12 hours 24 hours 7 days 12 hours 24 hours 7 days (ft.) Thickness Thickness Thickness Thickness Thickness Thickness Thickness Thickness Thickness (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) 4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 8 0.5 0.5 0.5 0.75 0.5 0.5 0.75 0.75 0.5 12 0.5 0.5 0.5 0.75 0.75 0.5 0.75 0.75 0.5 16 0.75 0.5 0.5 0.75 0.75 0.75 1 1 0.75 20 0.75 0.75 0.5 1 0.75 0.75 1 1 0.75 30 0.75 0.75 0.75 1 1 0.75 1.25 1 1 40 1 0.75 0.75 1 1 1 1.25 1.25 1 Table 2. Hydrostatic Load Portland Cement Portland Cement High Alumina PCMS with Epoxy/PCMS + Mirco Silica Cement ConM��Shield° Composite (PCMS Stren th Gain Low Hi Medium Hi Ve hi h Elastici Low Hi Medium Hi h Hi h Corrosion Poor Medium Good Excellent against Excellent against Resistance MT(` TviTC R�. mnct chemicals Permeabili Moderate Ve low Moderate Ve low Excellent Initial Cost Low Low Moderate Moderate Hi Table 3. Material Comparison �OCopyright 1998 AP/M PERMAFORM° Page 7 of 11 �COl�STR�1C'�IOI\1 I)ESIGN G-IJIDE I1�ISITU-STRUCTUR.AL REPLACEMENT WIT�-IOUT EXCAVATING OR DISRUPTING SEWER FLOWS This method is selected when the existing manhole is unstable or structurallv failed 1. THICKNESS DESIGN EVALUATION PERMAFORM° is the renewal technology for structural replacement of severely degraded brick, block and pre-cast manholes. This procedure places a 3-inch thick wall of Portland cement concrete within the existing structure without diggi�zg and without interrupting flows. An intemal forming system for pouring a new, seamless and structurally independent manhole within a manhole conforming generally to the existing inside dimensions and shape. This method is not limited by diameter, depth, piping configuration or shape. Work is performed without removing the cone. The new 3-inch wall is designed to completely fill voids in the existing structure and provide sufficient strength to withstand vertical and axisymmetric loading. The most common source of moment inducing vertical loads on buried structures is dynamic traffic loading on or near the structures. Solid pavement can reduce this problem by transferring vertical stress onto the supporting soil. The greater significance to these structures, therefore, are the horizontal stresses transmitted through the soil. Spangler's solution for lateral surcharge stresses on a vertical wall can be applied. This theory3 suggests that traffic loads play a significant role only to a depth of 2-3 feet beneath the base of the pavement. Axisymmetric loads, on the other hand, can result from soil or water or a combination of both. Soil around aged structures has developed cohesion over time and is fully compacted, which can easily eliminate lateral pressure. However, since most aged underground structures leak, failure often results from vertical collapse when voids are formed by soil piping or lost ground support. Thus, water leaking into the structure is the main failure mechanism, Figure 4 shows pressures acting onto the structure, and the renewed manhole must therefore 3 Spangler, M.G., Soil Engineering, 2"d Ed., Intemational Textbook, Scranton, PA, 1960. concentrate on making the structure completely impenneable and fully capable of withstanding external hydraulic pressure. a. active la[eral earth pressure b. hydrostatic water pressure H Figure 4. Triangular distribution of lateral loads acting on manhole Evaluation of 3-inch thickness wall by B. Jay Schrock, P.E., JSC Intemational Engineering, Inc.: Buckling of Shell: P�=24EI/D3 I=t�/12 P� = Buckling collapse resistance E = Elastic modulus D = Renewed manhole diameter t= thickness of concrete liner �=iCopyright 1998 AP/M PERMAFORIvf Page S of 11 With a conservative safety factor (S.F.) of 10, the allowable buckling (Pa) resistance of the 3-inch wall at any depth of manhole is calculated and summarized in the Table below. Allowable bucklin resistance Manhole Diameter P� ( si Pa ( si) 36-in. 3005 300.5 42-in. 1821 I 82.1 48-in. 1185 118.5 �4-in. 814 81.4 2. MATERIALS FOR PERMAFORM� TECHNOLOGY 2.1 PORTLAND CEMENT CONCRETE The concrete shall be Portland cement concrete with 5/8" minus or smaller coarse aggregate producing compressive strengths of 4,000 psi at full cure. Admixtures such as super plasticizers enhance placement and consolidation. Polypropylene fibers increase flexural strength and cohesion. A high-strength, quick-setting cement grout is used at the base for positioning and sealing the form to allow flows at the channel to remain active. Intemal by passing is available for pipe penetrations at elevations above the bench, which must remain active. 2.2 PLASTIC LINER PROTECTION In corrosive environments, a plastic liner with integral locking extensions is embedded into the concrete wall as an impermeable barrier for corrosion protection. The plastic liner used in municipal sewer environments is most commonly a white, high-polymer, plasticized, vinyl chloride. In industrial environments, the plastic liner is usually made of polyethylene, which is available in a variety of colors. Both plastic corrosion barriers are capable of being cast into the concrete and made an integral part of the structure. The plastic protective liner shall have a minimum thickness of .065 inch, and shall be capable of resisting strong acid, alkaline, salt solutions and acid formed by bacterial metabolization. This thickness has been proven by more than 40 years of continuous service to prevent vapor transmissions. Indushial applications may specify thicker liners for abrasion and chemical contact safety considerations. • As the liner is fitted closely around the intemal forming system pnor to placement of the concrete, the plastic liner extension ribs or studs, which extend ourivard, are embedded fully into the new 3 inch wall when the concrete is consolidated behind the forms. Once locked in place, the plastic liner becomes an integral part of the new seamless wall of concrete. Since there are no joints in the new 3 inch wall, there are no entry points for ground water to affect the plastic liner from the exterior. The pull out strength of the embedded plastic liner exceeds 100 pounds per linear inch. In this procedure, the plastic liner is not mechanically fastened or glued onto an e�cisting interior wall and it does not have to span connecting joints as in large diameter pipes or pre-cast manholes. The concrete wall remains free of deterioration because harmful bacteria and chemical agents cannot d'uectly contact it. (See Los Angeles County Green Book, Section 500-2.2) 3. QUALITY ASSURANCE Once the concrete hardens and the interior mold forms are removed, joints in the plastic liner are sealed by heat fusion or extrusion welding with an overlapping joint strip of the same material. Each seam in the plastic liner is spark tested with a holiday detector at the voltage prescribed for its thickness. In this manner, the entire interior is guaranteed to be free of pinholes and voids which might otherwise permit corrosive liquids or gases to contact the new concrete wall. Unlike field applied coatings, the plastic liner is factory manufactured under controlled conditions to precision tolerances and tested for integnty before shipment. In this manner, consistently high quality is more easily controlled and verified. 4. ENGIlVEERING ADVANTAGES • replacement without digging prevents disturbance of surrounding soil; no settlement; no pavement cracks; • the new wall is thickest exactly where the old wall is weakest; voids and pockets in the old wall are completely filled with new concrete; • flows can be kept active throughout the procedure; avoids costly over pumping and site congestion; • no joints to allow future leaks, new wall is seamless; primary failure mechanism is eliminated; • structurally independent; stand alone design; • avoids social disruption; saves time; • verifiable seal at all pipe penetrations regardless of the piping material; • mechanically anchored protective plastic barrier 5. POSITIVE PIPE SEAL A primary concern in municipal sewerage systems is ground water infiltrating through the manhole walls and around its C�Copyright 1998 AP/M PERMAFORM° Page 9 of 11 pipe. Industry has a far greater concern for exfiltration of contaminated sewerage wastes through these same defects. Points of infiltration and e�ltration must be addressed in any reriewal desi�n but particularly in industries which transport harmful chemical wastes. PERMAFORM°, with an embedded plastic liner, is uniquely able to provide a positive seal between the plastic liner on the manhole wall and the penetrating pipe regardless of the type of pipe or pipe lining product, e.g, iron, vitrified clay, PVC, PE, CIPP, etc. See Diagram below. L_"-_-�J M.4NHOLE INTIItiOR {Ptnstr L'na) httu-Locim�g T•nbs � Pipe w Liuz Pusscm I PERMAFORM° technology, work can be performed without entering the heavy and turbulent flows in the large diameter pipe yet still allow the seal to be made between the crown of the pipe and the manhole wall. Failure to make such a vapor proof seal would permit an entry point for sewer gases and bacteria that would eventually destroy both the pipe and the manhole. BEFORE Typical cross section of PERMAFORIVI� manhole 6. VERSATILITY IN DESIGN Confronted with the problem of needing a positive seal as discussed earlier, a combination of both PERMACAST° and PERMAFORM° procedures may be utilized. In this example, PERMAFORM° is used only in the bottom portion of the manhole to seal the pipe penetrations while PERMACAS'T�' is used to seal and reinforce the remaining upper portion. While the degree of reinforcement and sealing required for the upper portion is usually the determinin$ factor for the choice of inethod, the need to optimize space may warrant the use of the PERMACAST° liner. Manholes with diameters smaller than the pipe on which they set is another versatile application of trus system. Manholes with diameters of 48 inches sometimes are positioned on pipe with diameters of 72 to 108 inches and larger. With AFTER �JCopyright 1998 AP/M PERMAFORM� Page 10 of 11 SERIOUSLY DETERIORATED MANHOLE RENEWED MANHOLE WITH PLASTIC LINER 1dIAI�1HOLE RENEVVAL DECISI41eT MATRIX � 3 ��-�, wx�� ' ; �� r � � �� . E �Qot Defects r� �c�-�.� �. �Hea ,ry. '� a _ �� c ; ra11y Sound �s.��,. ��;�'��;�� (urall}� �aire ; - .��- . � - .�`��,.�'�'. '��i a�-§n w,. _ _ . r.. ='� � �� ,.3t � � .� .�' , z?��u y'A ,.;_-t ksi+: <a,i.. ..x?i:t:s�_,.;s-'�'3•S'i:'� - Condition of Ratings 1&2 + ruty of tl:e � Condition ojRatings 1 thru 6+ any of following: the following: (1) Isolated leaks (1) More than 15% of area leaking or (1) Portions of wall missing leaks of 5 GMP or greater during a (2) Evidence of inflow rain event (2) More than 1" of precast wali (a) Through cover corroded (b) Under frame (2) Some missing bricks (3) Exposed rebar (3) Inflow problems (3) Repairable small voids (4) Subjected to heavy traffic loading (4) Missaligned / broken casting (4) More than 40 years old (5) Manhole located in a critical area (5) No evidence of corrosion (5) Evidence of corrosion with the sewer system that requires a long term cost effective renewal (6) Unsafe steps (6) Damaged bench solution with low risk (7) Minor damage to bench and/or (7) Cracked channel leaking channel (8) High ground water table (8) Low ground water table DEFECT RATING +" � �"x�''�''t �€ti `"` ` � ,,�3sY 7 rl"'�t�'z�'��,}�,��` '%„�� t- : j.�, . ' yF ' � _ - .: �'�1� 2 � - s , � '�,��,.`.'�-..' �'`s'_`�.,E,�-�.`,�'��.�� 1 � � '� " CORRECTIVE ACTION REQUIItED (1) Plug leaks (1) Plug leaks (1) Replace (a) Excavate, remove, set a new (2) Install rain bowl (2) Fill voids manhole, backfill, pave (b) Insitu replacement (3) Install frame / chimney seal (3) Reinforce and seal with structural cementitious liner (2) If corrosion is present or likely to (4) Repair bench / channel occur because of system (4) Evidence of bacterial corrosion: improvements, specify plastic lining Use corrosion resistant mortar on replacement manhole or liner corrosion resistant concrete (5) Evidence of chemical corrosion: Use protective coating over restored manhole ��Copyright 1998 AP/M PEILVfAFORM° Page 11 of 11 PERMACASTOO SHELL DESIGN METHODOLOGY B. Jay Schrock, P.E. ABSTRACT Permacast° manhole renewal methodology is provided by JSC International Engineering for Action Products Marketing Corporation (AP/M) Permaform of Des Moines, Iowa. The procedure is arranged to design the wall thickness utilizing needed components for lining manholes having various levels and types of duress. This paper presents an overview of the lining putpose and design thickness for the composite materials, expanding the present day technological envelope. The testing of these materials is based on pertinent ASTM Standards utilized for this lining technology. INTRODUCTION AND BACKGROUND AP/M Permafonn of Des Moines, Iowa, developed the Permacast° lining process in 1994. The process utilizes a special centrifugal apparatus placed in the center of the manhole and applies one to four different liner designs depending upon the level and type of duress. The basic substrate mortar has the desired properties of rapid hydration (cure), low permeability, high flexural strength, adhesion and high modulus of elasticity. MATERIAL SELECTION The Permacast mortar liner is designed to seal, reinforce and protect existing manholes which have experienced various levels of degradation and/or leaks. The simple fix is for manholes that are still structurally stable. Manholes in that condition can benefit significantly from: microbiologically induced corrosion (MIC). Mortars, impregnated with ConMI�Shield°, subjected to concentrations of thiobacillus bacteria in the laboratory have shown complete neutralization. Con`��Shield° is essentially non-toxic and contains no phenols, heavy metals or formaldehyde. It is stable in ultraviolet light and is leach-resistant. It is completely soluble in water, having no reactivity. Therefore, it does not alter the strength of the MS-10,000 mortar. Conyl�Shield° contains an E.P.A. registered antimicrobial ingredient, which provides a 100% reduction of thiobacillus thioxidans, thioparus and denitrificans common in highly biologically developed corrosion. ConMl�Shield° will eliminate biologically generated corrosion that could reach pH 1 or less values. The most cost-effective coating system recommended, at this time, for chemical corrosive conditions is COR+GARD°. This two-component 100% solids epoxy is designed for use with \ PERMACAST� mortars to produce a corrosion resistant, structural composite. It is light green for enhanced visibility and may be applied by airless hand spray equipment or by the patented PERMACAST° applicator for uniform distribution over the entire surface of manholes, pipe, and similar structures without requiring man-entry. It cures quickly, even immersed in fresh or salt water. It rapidly forms a tenacious bond to freshly applied PERMACAST° mortars which are formulated to prevent delaminating calcium hydroxide powders from forming during hydration. The COR+GARD° coating will accommodate 300 feet of water head before delamination or bonding adhesion becomes a problem. COR+GARD° components produce a smooth, glossy and homogenous protective layer that is impervious to biological corrosion, water, oils and most chemicals. Laboratbry research completed on COR+GARD° used a one (1) millimeter thickness that Set Time @ 70°F ASTM C-403 Initial Set Final Set Modulus of Elasticity ASTM C-469 24 hours 7 days 28 days Flexural Strength ASTM C-293 24 hours 28 days Compressive Strength ASTM C-109 24 hours 28 days \, Tensile Strength Shrinkage C�Zl�� • • 1 Flexural Strength ASTM F-790 Tensile Strength ASTM D-638 Ultimate Elongation ASTM D-638 Adhesive Shear ASTM C-882 Dry Time Coating Thickness LINER THICKNESS SELECTION 120 minutes 240 minutes 180,000 psi 260,000 psi 1,500,000 psi min. 400 psi >1,500 psi 3,000 psi 10,000 psi 800 psi none 9,000 psi 6,000 psi 3.5-4% 1000 psi 4-6 hours @75F 65 mils (0.065 in.) The thiclaless can be determined based upon the existing structure condition and this design guide. Since liners depend on the underlying integrity of the existing structure, surface preparation ` and application methodology are just as critical to effective renewal as the interfacing material to be The research for traffic loadings suggest shell thickness for different mortar ages as follows: Age 12 hours 24 hours 7 days Thickness (inches) Light Traffic Heavy Traffic 1.50 1.25 1.00 2.25 1.75 1.75 It should be recognized that this theory is for an unbraced structure, and that the cover and frame offer additional resistance to the lateral stress induced by traffic providing additional safety factor. Determining the hydrostatic pressure is much easier; however, various assumptions must still be made. It can be assumed when the manhole leaks that the entire vertical head is operating on the shell below that location. Yet, judgement factors such as potential for maximum head, and how soon that head is applied, must be made. The following table is based on maximum possible hydrostatic pressures, a SF = 1.5, and seven days of curing. The calculations are limited to practical factors such as, a minimum of 0.50 inches and incremental increases of 0.25 inches. Depth ft 5 10 15 20 25 30 * design for 48-inch manhole Theoretical�� shell thickness, in 0.50 0.60 0.75 0.80 0.90 0.95 Design shell thickness, in* 0.50 0.75 0.75 1.00 1.00 1.00 2 10 2 � 20 30 12 Hours 4V � 0.5 �.� �.$ Z.� Thickness (in.) Z �0 6 � �0 �� 12 Hours I I 4� a a.5 �.0 �.5 Z.� 7hickness (in.) APPENDIX A DESIGN THICKNESS Combined Loads* Traffic and Hydrostatic 24-inch DIAMETER MANHOLE 24 Hours 0 0.5 I.0 - I.5 2.0 Thickness (in.) 36-inch DIAMETER MANHOLE 24 Hours w s I 0 O.S 1.0 I.5 2.0 Thickness (in.) 7 Days r +. 0 0.5 !.0 1.5 2.0 Thickness (in.) 7 Days f Y# 0 0.5 I.0 1.5 2.0 Thickness (in.) APPENDIX B DESIGN FORMULA AND EXAMPLES The buckling capacity on the liner is provided for a circular shell using the following equation (reference - Roark and Young, 1975) q' = 0.807 Et2 L( 1�3 t2 �o.2s lr 1-µ2 r2 q' = External Pressure at which buckling occurs, psf E = Youngs Modulus, psf r= Average radius of the shell, ft. t= Thickness of the shell, $. 1= Effective length of the shell, ft. µ= Poisson's ratio of the liner material µ= 0.26 & effective length of shell (1) = 5 feet \ " For a 48-inch manhole r= 24-inches E= 260,000 psi (7 day Modulus) 1= 5 feet (60 inches) 1) Try: t= 0.5 inches q' = 0.807 (260,OOOj0.52[( 1 l3 O.SZ 10.25 60(24) 1-0.262 242 = 36.427 [0.000535]o.2s = 5.54 psi or 12.8 ft. Use SF = 1.5 = 3.69 psi or 8.5 ft. t2'S = 0.2056 t= 0.53 inches Use 0.75 inches 3) Given: q' = 30 feet (12.99 psi) t2�5 = 0.6156 , t = 0.82 inches Use 1.00 inches Various comparisons based on physical properiy variances is provided below for lining a 48- inch manhole. Flexural Wall Hydrostatic Modulus, psi* Thicicness, in. Head, ft. 260,000 0.50 12.80 260,000 0.75 35.26 260,000 1.00 72.40 � ` 200,000 0.55 12.80 200,000 0.83 35.26 200,000 1.11 72.40 150,000 0.62 12.80 150,000 0.93 35.26 150,000 1.25 72.40 100,000 0.73 12.80 100,000 1.10 35.26 100,000 1.47 72.40 " guaranteed seven (7) day flexural modulus values Note: 1. hydrostatic head values provided are without benefit a safety factor 2. reducing seven (7) day flexural modulus values necessitates thicker walls 3. flexural modulus values are needed to determine design wall thickness 4, flexural and compressive strength values provide information for determining short and long-term stability only P E R MACAST° PC-20 P iVlaterial Application Piatform Specification \ 1.01 Tandem Axle Trailer: A B C D Capacity: 12,000 lb GRWR 12,000 lb GAWR Deck Width: 83 Inches Deck Length: 20 feet Standard Features: 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 2 5/16" Ball Coupler Hitch with Heavy Duty Safety Chains. 6 Way Plug and Loom. 6" Channel Frame and Tongue Two 6,000 lb with Electric Brakes wired to plug and loom Break-Away Kit with Battery Stake Pockets & D-Rings Two-Inch Treated Pine Floor. Leaf Spring Suspension. Solid Braced Teardrop Fenders. 16" Radial Tires, 8 Bolt Hub, White Steel Spoke Wheels. Spare Tire and Carrier. Reflective Marker Tape installed on trailer. Department of Transportation Compliant Lighting. 10,0001b. Spring Assisted Jack Acid Etched with White Phosphorus, Primed with Auto Grade Primer. Painted with Acrylic Enamel with Reflective Pinstripe. (White) Pallet Platform for Easy Mortar Loading and Storage. OAP/M PERMAFORM 2001 1 of 3 1.02 Application Equipment and Appurtenances A. MORTAR MAER 1) The mortar mixer shall be air driven and have a 7 cubic foot polyethylene drum for easier cleaning. 2) The paddle arms shall be high strength cast steel with polyethylene blades to provide for a clean, uniform mix. 3) The paddle arms and hopper shall be covered with a heavy-duty safety grid with built in bag cutter. B. MORTAR MIXER SPECIFICATIONS 1) ForwardlReverse Air Control Valve for Pneumatic Mortar Mixer. 1. C. PLTMP 1) The pump shall be a peristaltic mortar pump with pentagon rollers, pneumatic powered. 2) The pump shall be outfitted with a low-pressure spray gun, quick connect material hoses and quick connect air hoses. D. PUIv1P SPECIFICATIONS Capacity 0-3 gallons per minute Power Sources 2.0 HP Pneumatic Weight, lbs. (kg) 300 (140) Drive Gear with Pentagon rollers 1) Stainless steel (304) square mortar hopper 2) Hand application mortar gun. 3) Adjustable crane arm with electric retrieval winch. 4) Two (2) twenty five (25) foot sections of 1" reinforced mortar hose — with quick connect fittings. 5) Two (2) twenty five (25) foot sections of %z" air supply hose — quick connect. 6) All gauges sealed and liquid filled units. 7) Modular in-line air filter/lubrication unit (for all air components). 8) Forward/reverse air control valve for robotic applicator. OAP/M PERMAFORM 2001 2of3 9) Air controls — all air controls to be mounted for ease of operation. �` 10) Air lock system to clean and flush lines. E. SpinCaster: 1) A sprayer for applying an uncured grout to the interior surface of a manhole, wet well, or other underground chamber. Includes a dual directional motor and control, which allows grout to be sprayed in two directions to avoid casting shadows. 2) The apparatus is a patented technology protected under United States Patent 5,452,853. 3) Use of the SpinCaster technology is governed by license agreement F. Support Equipment: 1) �LIRMAN PDS 185s 185 cfin, 120-psi rotary screw compressor, powered by an Izuzu C240 diesel, with 4-year warranty, or equal. a) At 7 meters, 71 dba at idle. 2) Pressure Washer, Honda Engine a) 4000 psi at 4 gpm b) Nozzle 3) 200 gal, water supply tank, mounted on steel saddle supports. 4) Pressure Washer Cleaning Head a) 50 feet, 4000 psi steel reinforced hose with quick coupler, 360° rotation washer head with hyper blast nozzle. 5) Tool box storage a) One (1) 18" x 18" x 36" Steel Tool Box with integral lock. G. Optional Equipment 1) Plural Component High Solids Epoxy Pump for high volume epoxy application. 2) External Lighting Package. 3) Additional Toolbox Storage END OF SPECIFICATION 1,� OAP/M PERMAFORM 2001 3 of 3 � y4 3,� v ��'s � f � ~`} i ��i�t,. � i s� : y .v{C��` r fr 7Fi'�. .} � �rxx; t� f � ��C1 Y ��`" � � �' �T�� Transm�ttal Form �u.y,� ; � � ,� y. .iS'J' M .V rc' .c..;� �.. R� ;i� ��..: �' .f� � �- *f sf � - 1 . t : � . .i Company Name L:�+.� b� ��,�� Date: 7�� ZS Z� �l Address �.L'�� .h:��-d '��.,..�� l��t_ Company: ��o.�c�.as-� Cify, State, Zip � �a a \..; a. . � � o S � Attention: _ � ��.G� �,`� '� �,., : a� Phone Number �Y Z�S , `�'3�, r ' �I �-,�. From: v.N� �Ll� ,��e��.tz. Project name: �-1�Gt��} � ,�<<;��L � �',' L`' � - �= 1 _'3 S � �` `'� � � � . 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' �{�J � ,�,•'Y�F' jr !� `✓' i i � ;�u�;t 0 �1n3��d �fates �'a��nt ��9� Trf;nble [S�J C.IST•I�i•PLACE hih�`�'HOLE LINER hiET}iOD E75j invcrtqr: CairoU O. Trlmble, S�ringdale, hrk. [73] Assignce: .tction Produtts h{g.rletlag Corporation, John;ton, Iows (: 1) Appl. No.- 4-t i,840 �?2) r`ilcd: �or. 37, 1989 r`ielatt:t L1.�:. Appticudon t.ota (63] Canrinu�tioa-ui-pen o( 5cr. Nn. ?4t),07), Sc� . 2, 1.488, �bandonetl_ ;St} Iat. Ci.� ....................... B31B 3Y/Ob; H)2I3 3!/24; A32B 35/00; E{}4g f.fi6 Es:t v.s, c�, .... ......................_......... �ssiY�� ]Sb/308.4; 1S6t309.b,.2E�4/32; 2f�t13�; 164/36; ZF4/262; 261/2fi4; 26�/275; 26�/279; �6a/?79.I (S$j �ie1d of 5�rsirh .............................. 26d/30. 3}-35, ?G�!/3o. i54, 255, 27.5, 2J7, 179, 379.1. 2b2. Z54, 27�; A2511 l, 59; 24'9%f, !C�-17., 1�4, i.4$, i7b, i77, 1E4. 163-167, l79; 156i7t, 308.4, 3CY9.b (SoJ Re(e�ence3 Clied t.1.S. 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Tlnless pd)'�ncr�f nf �hc ,�r�; Office ov: er befa�e !he o�c1f�n� K'iI� e.apire os ol (�i) Pafent �umher: 5,03Z,1_97 (a5) Date crf Psfenf: Jui, 16, I99I i,t�1,723 Ilrl96d Srnc�ingc.s[......._ .............. ii9ill J.57�..]S )/]^>86 Schrr.idg:ll ti nl ......._... 1!�-�: t�F ;ti (,7q9.b2< f119fi9 kuma' et J . .................... 1�9i I h X FORESGN PATFNT L�Or'UhiENTS 1147QF�7 )/ISGS Pcd ktp. u(Gc:mtn�• �394SJ lii?77 I:f�a .............. ................ :6a�t� OTiIEP. PL�t^sLleAT10!�'s "A:tit�n i'rcx3ucts", s�rs Rycr, Actinn Frcxiutts Co„ 1u�3, pp. I-�. '.N� 5t�ver Ptoteeteci bv i-Loc� }ias Ever i=ai�c;� 6ccausc of Corrosie�!", .-(meron brc�chure, daicd 1959 f'ri�nary E.xamintr—Jan �i. Silbaugfi �stisraar �zaminer—fCarcn AFtergut. rftrnrn�y..fgrnt, vi.�ir�rr.—Zsr;ey, t�ficKtc, Ii�erntc, Voarfttts � Stesr (S 7j A I35'I�R� CT Thi pCeitrt m�thoci intludcs. casEing s��ured concrcec lintr in sn tnisr.ing c7�+nhafe .i•;�h e. ��roicc:li•:c acid rtsis- t�n-i p6asYic rostrria.l covetl'iia ihc lrtc�ior surfncc of ihc ncw[y Fourtei concreir liner. A{�lurafity of a.rcuarc for�n rsa•�els are nsstrtybicc3 inio s circulu �GtTT3 YraC[d ra�inl!)• inwardly ftoin ihe eaisiin:� naaiifiolc c;-ail s�y As tn tre�tc an ann�rlar s➢ac:a �}tcrc�et«'ecft. Fla�tic zfiect- ir•g is Ehrri �rtcd xrouncl t�e oi3tsiife of tlie Corrn w itJi �T61C115'iCi4n3 c�:�t�e�nci�iiag �o�utw•a��r�ily front tf�c rf3st:ic sur- face into the annv9�r sgacc. 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Kuiach ,{ttorne}: rlgerrf, or I�irm—Zacbcp, ?•#cKcc, Ttion�tr, Voc�rhees c7� 5easc ( 3 7) A iiSTFt/. €�' ,A foirn aSccm�al}• (��r easling a lir,ing ��•nl! ir� nn csic�ir�g manhc3le in�:luo`ts s c}.'lindricol lo��•er farm icsemily. a ri�cv.lar horizonta3 Corrtt nsiernbf}�, g�� g tyilndrieai u��rr fntm esstmbl}•. A1[ tf�x�e rssstrn�lics art torri��d cf sr;�a��er segmr�f� wMich ert srsen:bled tngtthcr �+•iihin the Rinnhole anci �L•hFeh can bc c�isassembicd nf[er �he manticft �u bcca rc.pair�d. � CTmims, 2 i�'rsx(nq Shrets � 1 �Jr�i��d ��ates �'ater�t <<si f CIL;1�� (sdj C.ISt•IN•P[...ICE hi.kh'IIOLE LIN£Ft ;�f�T3iUD �75� ;nvcntor. C�.trotl t>. Trlr�bbe, Sqringdale, Aeti. (7J� Assigntt: hctioa Products hinrScetir.,g Carpcuaclod, Johru�or�, lowu (7�� -PPt. No.: 415,$62 EZ�) �;;rs: e�<<. i, tva� E6z) [SIJ ES�� (S�J Relaitd US. :lp?licstioa Dxt: nivi.von of Scr. T•+o. 1�f.�.0'). Srp. ?. 39`fiB, ,h.,donad. I6t. CE.� .......................... H23B 1136: T32BH 7r28; EU3D 29/11; E02I7 3T/(X3 U�. Ct . ........................................ 36�/32; 2S4/16; 344; t84; 254r33; 2bi/34; 26�3/35; :64,�36; 2(i�/3t9; 2G-ti"?S4; 26:/25G; 2�1/2G9; 425/63 Fi-1d af Stsrch .......:...................... 2C4130. 3l-35, 2d-0/36, 2}9. 2.54, 256. 26�.. 2:64; 435/1!, 59E bl; ?49i 179 [SG) Ficlirencr.� Citc�i Lt.S. P�"f'EI3'T I7{�CUTi�N7.i 992,:8? S/l9Fi E.amb�c....... ........................... 2C�/33 3.3d2.327 !I/f970 Edcnog ...................:............. 2bd/?91 3,72�.fdi 4; 1977 Trimblc ............................... ]49/144 3�743,73� 1/1973 Singd:r ......... ........................ 26t/3< X J,El5,214 6/t9�-# KIlz. 5r . ................,........ 26{/2'F4 X S,fla7,}34 i 1/f9>4 �'�i7ell ................................. 2(9/119 <:08f..t.b7 )J19T$ Firiiu3c ........................... 2e9/lS4 X 4,Q83.4'lff 4: i973 �'.'ifkcrsxnn ....................... 1t9l1]9 7C k.I34,Z9i �U/1978 PaGt� ................................. 119/184 4,}27,94� g2lI97& bioITvw ............................ 264I}2 X t.20S.949 6!'1980 Hanwn .........................•-•. I6�/}i X 4.i.61�5-51 4/1961 F-{urrOw ............................ 264152 X ;,48<.�24 it.198� Sracti�n��sE .......................... I�9/tl <.i99,g2i tl1969 Kun:ai ct .�1. ._ .................. 26a�1� X �i i; Patent �'umber: d,997,G02 �<s) Uate oi Patenc: ?�i4.r. 5, I.992 FORF.1Gi�' PATENT [�OCU?�f�1v7S 179iC0? '!1968 Fc�i. Re'p. o( Germrny . pTFitR r^t�IIL1CA-i'IU1tiS �1clian F'raduets C�., Ac:ion Praiucts Selts Fl�•c;. 19&S, �p. I -4. Fri.mory Ezt7.m.;r,cr—Jan ia. Si}bavgh ,-ltrisfortl �,rvmirttr--.Karrn C3. F:utach .duornry. .�'grnr. or F��-7_.arfcy, h{eKce, T}a<�n�tc. :'oc»h�cs � Sczc-. ( j 1 J �.$S'Tr�.� CT A cottcclion of shc:t-mttal, tlsngr.cf, ercua,r p3ncis 15 pro��idcd whicix pnnets esn be ssscmL-•fcd in bcEts c:f gcrscraJty c:rcu.Iar cioss-�G;ian c�rnrtcncing (rum thc bc>tt.om of t}�� naxtchv]t to pravide a caFr;plc�c fc�rm stcucturc Cor castirag a cvncrrtc liner «•ith a rnini�f�lm tltick.�cis ofabout ihrza i�chcs anc! inciudirs� c,p:ni�igs �rea[:cd b}� scc.lionn3 cyliiidric:sl inurtsr a'.ti of w•hic?i can b.'_ asscr.-tk�lc�, ehe� �#i�ssrrn�lnd nfecc Th:c ennectie lae�er 1irLt scl. r�i�t cxacilSlti`t vti�icty� Uf �Tancls ta vccc�rriaJ:iie dilTcrcne st�aFr_s ofianan}zoics inelUdcs parcls for forrtaen� rig�zt ccrniea! bciL3, Cvr Iarrnin� offsrt cenic=:1 bctts, snd [or .%rming.w�cdgc-shap?d bcits ta mak.e tsansacaens betw•tcrt �•ttzi::z.l a.tsd Eiltcd s�.:tiot�s �t'tkr^_ mnni�c�}e• h �ey-pn.ncT f�?r [}fcsc various brlu i� prav}C�Ctj (�1 j1CCVC'Rl cxptUrt tsf ihe ��ricis. by tfit �.rurc�# corrcrzEe finers whir}r iticTuJcs i izl�tively rt;t17otiV �xartki?n ��sth vc:ti- cal �:ant3ts �'tz�r1 A€ ut artgit 40 onc anCstl�cr �.s�hir7, anglr d'€v�rges ao�xard .he nen:tr oi' thtt turui un�ctu.r�. 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M1,.AN}IQ1_E L.['�ER ,�PPAR,�TUS (75] �n�-cntcr. Csrrotl O. Trimble, Spnngdalc, Ari. � i 1� ,•'�c5��17r_C' ,'iCtTGR Fft�UCiS AfarL•eiing Corpnrntion, Iuhr�sFon. lo�.�e (Z I j ,� p��l. N.o.: S-i�,G33 (21j Filcd: �or. 30, 1984 Rel�ird LiS. rEppllcAifon Dei�. �bj� Cen!irr�ilion i�f Scr, i�1o. 2:O.t)7). Scp 7.. I4RR. s.ban• duncd. nnd 3 conciniiati�n s+I Srt. ��p 413.8L2. Ctitt. 2, 19s9. (g � j 7❑t. Cl.s ....................... �02U 29-"12; �c?QG I t/20 (5�) Us. Cl. ........_ ............................... ?av�io, 7a9f! t; :39/165; '�4�/t 89; 36d13?; 264/36; 42S/t t; 425/S9 (53J Field of Search .................. ?49/I, (0. I1. 12, i4-i. 2�9i145, f84. 163-Ie1. I7fi, 17�, iR3, }89; a?Si] t, S?; ?G�/J�. 3E. 3?. J3, )�. J3, 3G (��;� Rt.fert�ecs {.:iitd U.S. Yn'I"i.t�`-i i7c��ttl.f�.t�t"i"S 992."F.2 Sf791 i �_s.mbic .................................. 26S/J.2 }�:�12.32)' Il/I`�'� F3aFzc>g ................................ 244i144 J.72�.Ib5 �i/197J Ttimbla ............................... 7d9/I�.d J.FPS.TI� E!19'* Y.yle.SP. ........, .....................2S9;IiS k.Cf?1.;IL7 .1l�473 Ncinxi: ................................. 24�/fl1 r,119,24k 10/�573 Fr,l;ro < ................................... Yd9lI1 4,127,y�� I�l1�78: h3virou• ............ .................. Yblll2 i.2�5,9•s9 0/148=� fix.nxn .................................. �25/19 �t,261,t�1 </198! I�iorrow ........1 ....................... Ia?/10 [I �) �'alent N�mber: �,sg5,5�'� [a5] I)ate of Patent: t�eb. lc�, I491 t,<6t,72< I I/)9F/ Srscinn�ast ._ ............... ....._ Z<V: 1 I FOREIGN PATENT DOCU�fEN"TS 119;C�7 �/I?65 Ftd Rcp o(Cir.rt:zny .... Y40S1:.� Frimcry L-'zominrr—Jsn F{. 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An cztr.nsivc, vari• cty c�( pan:efs to scet!��r�aat72ie �JiT(c.rcnf s}fa{�cs c�i iT'nn- trofcs i�xlucTcz p�n^-is far fan.ning ri��il conicai be�ts, (c;s (o�'ming offse� cani:.a1 bclts, �nci far fcrniing ��utgc• sh,pc�l bcl�s �U rrsal:r. transi.li�ns Extween �::rtic�at xs,� �ilt�d srctians of i3�e �san��ole. /E kci�-pnnet for t9�cse various h.ciu is prcrvidcd cv prcvTnt ��t�ture o( �},t pLa�. rts by :he �viced cc�ncrcte ti�ers N'ltiefi �nelu:fcs a'rc13• iivc.ly nat'tau• }7arcrun ��•ftlt Ltv'ticaf flangts fstrc� tt ais engle lo on� anathar wtiich sn�io ai�crgcz touacd the ccrttcr of tlir (c�rrn strvclvre_ B C7x(ms, lf� I3ra�tn� 53�tets ...� 3—�' � '�•�4��'jl�A�j��' 3 z r i h .sr4� � '� ..�.� "` s � y. x }.x 4 � . �1E w�' C �'r�4x x,��,,,��;i�� a �a� i � .� �� r '�. t� � i� � .. .)' � � � . ��.:5 ..� . �.��. .,,�.i h� ..,;��xx��._..;� �x ,_ �,�y. � �- = _- Transm�ttal Form Company Name L;�� b� ��,��,� Date: _ 7�� ZS Z� �l Address �."� � �,t�:�� 5�.,�� 1,.�-.� _ Company: ��, �c�S-� City, State, Zip � �, a 'w /�. . � `� o S � Attention: `��, �,` ..r � 1 �� N • �� Phone Number � �S , '�'3�. � Z�� __� From: �.M � ��1� ,��,� � . Project name: �--�`�t��)' �� ,�Z�;�� u 4., ' _ �_ 1 -.,'3 S � �` - Subject: �(J �� '�� S ��"� , � � � We are sending you: Via; For your: ❑ Records �se and information �-Approval �Review and comment ❑ Use and distribution ❑ Under separate cover ��Express Mail � FAX Memo: Si ned: �� g J-- ��.:. �.� �Attached ❑ US Mail � Hand Delivery 0 FEDEX ❑ UPS p Other WMARKETING Submittals.doc ��:��, .. COR+GARDO CHEMICAL RESISTANCE � AGEVT,__.__..___�___. .. n..M-.._..___. ;�lethytated Spirits Distilled Water 10% Aq, Sulfuric Acid (H2SC 70% Aq. Sulfuric Acid (H2SC Gasoline - 90 Octane 30 wt. SAE Viotor Oil Isopropyl Alcohol Saft Water - 5% 20% Nitric Acid (HNO3) 10% Sodium Hydroxide (NaC 50% Sodium Hydroxide (NaC Vtethvl Ethyl Ketone \ylene l0% Acetic Acid (HOAc) 10% Hydrochloric Acid (HCI 30% Hydrochloric Acid (HC! 20% Ammonium Hydroxide ( 10%,4mmonium Hydroxide ( 95%Ethyl Alcohol Acetone Ethylene Dichloride Toluene Trichlorethylene (I%) JP-4 Fuel 10% Cit►-io- Acid AO% Chromic Acid �.w_ �..___.__...._..___. . _.�_�._ ---_._._�.�_w�w_.+..__v______�._�..__�. % WEIGHT INCREASE�DECREASE� .....,�_._,�..�.�....._...a... . _ ...._,_...r ..................._.. .... ..� �..._.......__._._. .,.._.._...�_ 0.�14 O.U9 3) 0. I 36 �) a.10 O.UI 0.03 0. I I O.IU 3.7 Hl 0.086 H� 0.13 D D 6.14 I.� O.U88 �H40H) 0.84 �H40H) 0.81 0.37 ?.I I .5 1.4 0.7 (U.01) 0.80 (�.82) _ Cliemical & Solvent Resistance AS I�;vl D543 60T 3" X I" X0.125" Pf:RMACASI'O is a reeistered trademark and COR+GARD'" is ti u':�d� name of AP/M PERMAfORMO Johnston, IA 50131 SUb-66'_-6�6? U� )?I�-'_76-�37� Cop;•right O 199� P[RMACAST� US patent 5,452,853 with foreign patents pending. �''� � r ` h PRODUCT COMPARISON \ Properties Compressive Strength Tensile Strength Flexural Strength Flexural Modulus Bond Strength Shear Strength Modulus of Elasticity SPRAY-WALL 7,900 psi 7,450 psi 14,000 psi 735,000 psi no bond to fresh concrete 225-250 psi unreported S P RAY-WAL L * sets too fast to verify thickness ` very sensitive to moisture; surface must be dry * no bonding to substrate * structurally independent * high strength COR+ROC 11,400 psi 6,800 psi 14,200 psi 845,000 psi 3,000 psi 6,000 psi 1,500,000 psi • COR+ROC ` thickness easily verified with wet gage * surface can be damp or wet * thoroughly bonded to substrate * structurally independent * high strength Spray-Wali is 100% VOC free polyurethane coating produced by Spray Roq of Birmingham, AL COR+ROC is 100% VOC free epoxy coating produced by AP/M PERMAFORM of Johnston, IA ' 1.:1 ' ;�IJ/ %��6 1 f"I: �J�3 �,�� '�':�:'a � �:�„�,� ��T.4.�'�Y'�'�' ��'��.�lG ��r��;�,�.��4�N''7�` �� Y�g� ti=��Y lN :' �� t�-' �dt i ��za�oc> � �"� ��s��a .�z-�as� �'�� #: '7��-� 6�� 52r 7�;t�] ia`]Is �'��t�3: '�'�r�� R1,to„��lY Fa� #: ��0) 5'i�-�`716 ;`_I J�!_ � : I �i ' =Cr-:`iT �'r11.- I�2 ,::7 �+1-�l�'�:,��!I� fd�anwel��sin�ea•_e�r� �';h�r��r,F� �° _(��l).�72-5740 �Cr�il: �7�rf'739) I�1l1$1�7�d' 0� Fi��,'�9 { 1p1�C�ji(III�� GUVC1' �)fl��e;�: 3 :L�� ria] ��t�h�s �ith Cc��Shie�c�. f�i(i� coc�� r��,� �:;3?�95, ?i��'.�' / J�am� �ounty �.'la�s � 3(�€��t�ci. .�,,��i # I,�(?5 ��s �E�rw ��.��u�r� ol (c�� Can�3�ietd}, �nd L- O�16 co�6x�ned �ozau6�ietd ai � dos��e e�u��l��.0 e�t :�.,� �a9.to�n �c�- �uf�z� yard 4��i��u t�e ec�ui��a9�nt �ei�ht ��'�'�ti�r R•itlil��, °�'r; fo3tbd etn de��•ici�ent:�l cifec�s #� ��e pIas�� 3z'�p�z-ti�s �� set-iimc �;�ct 17�i EVppar�n� imFxct �n �t��day st�-�n�h�. ��k�v� T�0 F��eYiew �s4:tk ti9��.b �t OXl :i i'ca�� ;4::�� ?OiEY 83�d tS�Ailla a�me :�dr�a�iori�� tests. ��.�.,,�� ``� " � � .. •----� l ��"7 ,��;�";�.'�`�1.: �ca�� Pho�e#:, �:��1-7324 . 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LOGAi'lUN . -- BY 3�Rl(S 10�13IQ6 c3Q7G V� ,� 2�.�.q 3�AYS 9 01 � 3/06 2� 250 169'I �02p �vi p 0 T ��'s � a�� os ��.,:.._�.. �� C�,�� ol�7la6 aF7nn 3715 3��0 �O - o i� t]1�YS '1012d/�6 5�720 � 4'i9�4 �4 9J1�� 1012�:1� 52300 �116i 4?$0 MO 0 �a ��Ys ��o�ios 627Z0 �. �� s ��vs 11107/D6 �n7o ��ts �za� v;_ �---- - a �s ��4Y� Tz�asros - - a 56 DAYS 1?_1QS� 4 �lC�teS: ..._._._.--, � _—_,,._.�. � .._.._ i- - Z#li?,T'+�i}�^.�`�� x�4'`-. � F �a�a . � v' �� .: � a. #� � `, '4 $�'' + } �g� ° �� .. • ��'�,"�'� � � 3�xd � �-�� '� �;r �� s - � ��. �_:..�� , ��x ,,;��}, .� � �� r� : -- ; - Transm�#tal For-m Company Name - � � l�.Q. �'�w Date: Address �b�� S. ��,,� ��,� Company: City, State, Zip �Q �,��;,) � � �c�,�� Attention: Phone Number �,�� _ ��s � '�'l.� From: Project name: Subject: �J ��e\�p We are sending you: Via: For your: ❑ Records se and information .' Approval �Review and comment Express Mail FAX Memo; ` ❑ Use and distribution Signed: � - A WMARKETING ��, tia< <� 5�� I��c1��.�e,` �e��`� l_.�. �� e,� �",�Sc.� � �.�, �� 1- 3S � ❑ Under separate cover Attached ❑ US Mail ❑ Hand Delivery ❑ FEDEX ❑ UPS ❑ Other Submittals.doc ConM��Shield0 MATERIAL SAFETY DATA SHEET ConShield Technologies, Inc. 541 Tenth Street NW, #233 Atlanta, GA 30318-5713 PHONE: 1-877-543-2094 (24 Hours) A. TRADE NAME Con'�"°Shield0 CHEMICAL FAMILLY: Organosilane FORMULA: PROPRIETARY CAS#: MIXTURE B. FIRST AID MEASURES CODE — Con""°Shield0 ISSUE DATE - 09/25/97 REVISED - 03-15-02 • EYES: IMMEDIATELY FLUSH EYES WITH PLENTY OF WATER FOR AT LEAST 15 MINUTES. GET MEDICAL ATTENTION. _ • SKIN: IMMEDIATELY REMOVE CONTAMINATED CLOTHING AND SHOES. �^ WASH THOROUGHLY WITH SOAP AND WATER. IF IRRITATION DEVELOPS � AND PERSISTS, SEE A PHYSICIAN. WASH CLOTHES BEFORE REUSE. • INHALATION: MOVE PERSON TO FRESH AIR. IF NOT BREATHING, GIVE ARTIFICIAL RESPIRATfON. SEEK MEDICAL A�ENTION • INGESTION: CONSULT A PHYSICIAN OR GET MEDICAL ATTENTION. DO NOT INDUCE VOMITING OR GIVE ANTHING BY MOUTH TO AN UNCONSCIOUS PERSON. DRINK PROMPTLY A GLAS OF WATER IF ABLE TO SWALLOW. NOTES: Treat the same as methyl alcohol poisoning. C. PHYSICAL AND CHEMICAL CHARACTERISTICS (Fire-Fighting Measures) Boiling Point (760 MM HG) Freezing Point Specific Gravity (At 68°F/20°C) Viscosity (At 68°F/20°C) Volatile Content (>0.1 mm Hg): Solubility in Water Appearance and Odor pH: Not Available Not Available 1.0 g/mL 393 mPa•s � <10% Complete Liquid, Pale Yellow or Green, slight alcoholic odor 5 � Flammable Limits in Air, Upper: Not Applicable Lower: Not Applicable Fiash Point: Not Applicable Extinguishing Media: Not Applicable Special Fire Fighting Procedures: Not Applicable Unusual Fire and Explosion Hazards: Not Applicable. Hazardous Decomposition Products: Not Applicable D. PHYSICAL HAZARDS • Stability: • Conditions to avoid: • Incompatible Materials: � Hazardous Polymerization: • Conditions to avoid: E. HEALTH HAZARDS Under normal conditions this material is stable Exposure to water or air until ready to use Oxidizing material can cause a reaction Will not occur. Strong Oxidizing agents ROUTS OF ENTRY: Inhalation, skin contact, ingestion, and eye contact. POTENTIAL HEATH EFFECTS Eyes: Direct contact will cause substantial but temporary eye injury. Skin: May cause slight irritation. Ingestion: Harmful if swallowed. Inhalation: Harmful if inhaled for long periods. Listed as Carcinogen or Potential Carcinogen by: 1. National Toxicology Program No 2. ACGIH No 3. OSHA No 4. IARC No F. HAZARDOUS INGREDIENTS (MIXTURES) INGREDIENTS 3-(Trimethoxysilyl) propyldimet Chloropropyltrimethoxysilane Methanol (methyl alcohol) CAS # oct 27668-52-6 2530-87-2 67-56-1 % Wei ht TV1/A 5% N/A <3% 0.1 PPM <1.5% 200 PPf� STEL N/A N/A 250 PP v. Fr.E�AU i i0i�lSiPr�GCcuURES � s NORMAL HANDLING: HARMFUL IF SWALLOWED, INHALED OR ABORBED THROUGH SKIN. DO NOT GET IN EYES, ON SKIN OR CLOTHING. WASH THROUGHLY WITH SOAP AND WATER AFTER HANDLING. KEEP CONTAINERS CLOSED. e STORAGE: DO NOT USE OR STORE NEAR HEAT OR OPEN FLAMES. STORE AT AMBIENT TEMPERATURE, AWAY FROM OXIDIZERS. PROTECT FROM DAMAGE. • SPILL OR LEAK: DE-ACTIVAE FOR DISPOSAL BY ADDING AN ANIONIC SURFACTANT IN QUANTITY EQUAL TO CONSHIELD IN SOLUTION. ABSORB SPILL WITH INERT MATERIALS. CAREFULLY COLLECT INTO CLOSED CONTAINERS FOR DISPOSAL ACCORDING TO FEDERAL RCRA, AND APPLICl�BLE STATE AND LOCAL REGULATIONS. H. PERSONAL PROTECTIVE EQUIPMENT • RESPIRATORY EQUIPMENT: COMPLIANCE WITH OSHA 29 CFR 1910.134. e VENTILATION: LOCAL EXHAUST IS RECOMENDED. • EYES: CHEMICAL, SPLASH PROOF GOGGLES OR FACE SHIELD. o HANDS: IMPERVIOUS RUBBER I. TRANSPORT INFORMATION DOT Information: Not Regulated J. REGULATORY INFORMATION US Federal Regulations TSCA (Toxic Substances Control Act) Status: One or more of the components of this product may not be list on the TSCA inventory of chemical substances. CERCIJ�(COMPREHENSIVE RESPONSE COMPENSATION, AND LIABILITY ACT): Methanol 5000.00LB RQ SARA 302 COMPONENTS-40CFR 355 APPENDIX A: None Section 311/312 Hazard Categories Acute: No - Chronic: No Fire: No Pressure: No t�eactive: i�o STATE REGULATIONS: California Warning: This product contains the foliowing chemical(s) listed by the State of California under the Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65) as being known to cause cancer. None Warning: This product contains the following chemical(s) listed by the State of California under the Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65) as being known to cause birth defects or other reproductive harm. None Massachusetts Methanol New Jersey 3-(Trimethoxysilyl) propyldimethyloctadecyl ammonium chloride �--� Methanol; #1222 _ Chloropropyl trimethoxysilane , Pennsylvania 3-(Trimethoxysilyl) propyldimethyloctadecyl ammonium chloride Methanol Chloropropyl trimethoxysilane INTERNATION REGULATIONS European Inventory of Exsting Commercial Chemical EINECS registry number for 3- (Trimethoxysilyl) propyldimethyloctadecyl ammonium chloride is 248-595-8. (EINECS No. 248595-8) K. ENVIRONMENTAL . DISPOSAL METHODS: DISPOSE IN ACCORDANCE WITH FEDERAL RCRA, AND APPLICABLE STATE AND LOCAL REGUTATIONS: CONTAMINATED PRODUCT, SOIL, OR WATER MAY BE RCRA/OSHA HAZARDOUS WASTE. • SPILLS: IF MATERIAL IS RELEASED OR SPILLED, DO NOT CONTAMINATE WATER, FOOD, OR FEED BY MATERIAL. �. ECOLGviCAL IivFGr2MA i i0i� This product is toxic to fish. Do not discharge effluent containing this product into lakes, streams, ponds, estuaries, oceans, or other waters unless in accordance with requirements of the National Pollutant Discharge Elimination System (NPDES) permit and the permitting authority has been notified in writing prior to discharge. Do not discharge effluent containing this product into sewer systems without previously notifying the local sewage treatment plant authority. For guidance, contact your State Water Board or regional office of the EPA. M. ADDITIONAL INFORMATION EMPTY CONTAINER HANDLING! WARNING! EMPTIED CONTAINER RETAINS PRODUCT RESIDUES. TRIPLE RINSE (OR EQUIVALENT). THEN OFFER FOR RECYCLING OR RECONDITIONING, OR PUNCTURE AND DISPOSE OF IN A SANITARY I�NDFILL, OR INCINERATION. INFORMATION CONTAINED HEREIN IS BELIEVED TO BE ACCURATE. HOWEVER, IT IS �- PROVIDED SOLELY FOR THE CUSTOMERS CONSIDERATION, TNVESTTGATION AND VERLFICATION. ConShield Technologies, Inc., HEREBY SPECIFICALLY DISCLAIMS ANY AND A�,L WARRAIdT'IES, EXPRESS OR IMI'LIED, REGARDING THE ACCURACY AND �- COMPLETENESS OF SUCH INFORMATION, AND MAKES NO REPRESENTATIONS WITH RESPECT 1'HERETO. �-.. I�ianholes Take Center S�tage in Chicago $60 Million Project Under Way Using Advanced Mortar for Rehab Work � .�--- � - � 1 � , 1."�`_`T. T� REPRINTED FROM APRIL 2010 renc ess TECHNOLOGY �) llensity of material sufficient to prevent water migra- tion Mortar with these qu.ilities is much different than ordi- nary Portland cement—in fact, OS-in. of such material is about equat to 5 in. of Yortland cement. To Qetermine the actual thickness needed, engineers evaluated the effect of vvheel loads from light and liea�� traffic (wheel loads affect mainly the top 2 ft of tl�e man- hole chimne��) and hy�drostatic loads from external ground pressures. Calculations showed that for most manh<>le sizes, a I- to 2-in. la}�er of mortar would be sufficient to strengdi- en, seal and protect each manhole, gi��ing them approxi- matel}• the lifespan of a new structure. A variety of cementitious products were evaluated and Permacast MS 10,O00 made b�- AP/�i Permaform was select- ed for all mailhole and catch basin relining. MS 10,000 is an ultra higl�-strength mortar based on Portland cement and fortifird w�ith micro silica and other �lensif}•ing agents. Graded quartz sands and fibers are added to impro��e cohe- sion and flexural strengtti. Poorly understood when the ith .� population of appr<�xi�natel}� ?.8 million,Chicago is the thircl largest cin� ii� the United Siates.The cit}�'s massi�e storm and sewer system includes m�>rc than a quarter million manholes and catch basins.Tens of thousands of thr manholes are nearl�� 100 ��ears old, and the bricks or blocks the�� are made of are held togeth�r with small amounts of monar — most nred repair and man}� arr close to ftiling. Th� ongoing effort to save the�i before they fall apart is currentl� the world's largest manhole rehabilitation effort — with �60 million budgeted for the initial phases. Chicago began tlie project four �-ears ago and is now rehabilitating thousands of manholes annuall�-. Replace or Rehabilitate? Given the xale of the Chicago project, choosing the most effec[ive method of repair was of critical imporiance.Thr city° commissionrct a study� uf the subject and rehabilitation, as c�ppc>srcl to replacement, �vas found to be inore cost-effecti��e and significantl�� less disruptive. Howe��er, much drpended on the mortar t�sect to reline man- holes and hc>w thickl�� it could br applied. Factors anal��zed induded mortar strength, soils, compaction, static and dynamic loading, groundwater pressurr. diaroeter and depth and oeerall manhc�le condition.After this detailed anal}'sis, the engineers set thrce specifications for the mortar: 1) Minimum of 3,U00 psi compressive strength in the first 24 hours after application 2) Minimum of 150,000 psi modulus of elasticit}° in the first 24 hours after application manholes were originally built, MIC is now known to be a prime cause of concrete deterioration in storm water and wastewater systems. What about MIC? Mortar strength was not dle onl�� the o�ily thing to consider when rehabilitating Chicago's manholes — the proposed u�lution also had to resist rrucrobiologicall��-induced concrete cormsion, or �IIC. Poorl�� understooct when the m�u�l�oles were originall}� built,:�fIC is now known to br a prime cause of concrete drteriorttion in both stom� water and wastrwater s}�strms: I7ie or�;anic �;�.�.tite, com- bined with increatiei.l temper.itures, long retention times, t�ufiu- lence, and anarrobic conditions create hydrogen sultide gas.'This in turn creates a prolifer.ition c�f ttuobacillus,a bacterium that feeds on the sulhir a�ithu� the gas an�l then excretes siilf�uic acid.And sulfir ric acid, of course, attacks the concrete matrix and clecomposes it into a cnimbh� wlute ma�.5 consistin�; primarih° of �t•psum. To fiirther rnllance MS 1U,000's cormsic>n resistance, cin� engi- neers s�ciiied the use of (;onnuctihield, a liq�ud admixture. This materi.il, a�vater-stabilized silica �ilt, is a liyuid added �luring the mixing phase d�at bonds molecularly with ceinent particles, form- ing a ph} sic��l barrier to prc�uction of thiobacillus. It is non-to�c to humans .tnd animals, but permanentl} irilubits singlrcelled or�;.�►nisms like tluobacillus. For addition�il protection a�ainst n�dustrial acicl.ti and road salts, the city specified a tinal la�-er of epo�� on top of the Connuc5hield- By Angus W Stocking � �� . �.. - , q; � _ :..! A variety of cementitious products were evaluated anc� Permacast MS 10,000 made by AP/M Permaform was selected for all manhole and catch bosin relining. lowered from bench to casting, Che �IS 1(Nx� mortar spra�-s e�enl�� and does not'cast shaclows' bc hind raised portions of the rehabilitated surface, �uch as protruding bricks. Prestiure is regu- lated to eliminate material reUound, but kept firm enough to compact the mortar witl� centrifugal furce and insure tight adhesion. Bi-dimctional application also creates a fuiished prod- uct with a smooth surfacr and eliminates the need for hand trowel work. Application is straightforward and oiil�° requires a two-person crew — one to inia mortar and tend the jximp and one to oper ate ihe winch and spinning nozzle. The Spin Caster quickly applies �•en- d�in coats as it is winchrd up and down.'1'his allows precisel}•�ngineered diicicnesses of new material and, depend- ing on the condition of the manl�ole substrate, allows the crew to mo�•e quickl�� and rehabilitate several manlioles per cla}�. tiince the nozzle is lowered from the surFace, and since hand troweling is usuall�- elinunated, technicians arr usuall�° able to st�� out of hazardous confined sewer spaces.T'lie con�bination of thorough coverage, speed ancl safety� made the Spin Castrr a winning choice for both 13enclvnarl: Construction and the Cin� of Chica�;o. Timr and corrosion are ti>rmidable foes, but Chicago's ma.�- si��e effort is overcoming both. The world's largest manhole rehabilitation project is proving that the right mortar, comUined with tl�e right MIC protection agent and the proper application methods, is the most cost�ffective mrthocl of uicrrasuig the life of aging manholes and catch basins. ��, � +� �� ; I :� �� . �'ti enhanced MS ]O,OOO.The epoxy°coated, cement-reinforced man- holes represent thr stateoY=the-arC in manhole rehabilitation and arc expected to last another 1 W}-ears. Appiication ;�Ianholes are tight spaces, and brich-and-block walls are �•er}- irregti�lar, �viNi size.tble voids and protrusions. :�tany- spra�� tech- niques use toc� mucl� pressure, so material rebowlds and doesn't adhere well, and it's hard to coat brick-and-block diorou�l�l�� because spr.�} cannot get v�to or belund irregularities. To avoid thes� problems, t3encl�mark Constn�ction — the winning bidder for all contracCs to date — uses the r1P/:b1 Pern�atbrm tipv� Caster.'I'he S�in Caster is a pump connected to a spinning, nx>r[ar-emitting nozzle that is winched in and out of manholes h�• a rig that two crewmembers can operate. T7ie nozzle spins alternatel�°, clockwise then countercicxkwise. appl}°ing half the thickness in each direction.As it is raised and �J I � • � , for choosin.g PE�RMAC�ST system CONSHIE�LD to reinforce, seal and � more than 20,000 manholes!� Applied Professionally by Smith Maintenance and Benchmark Construction � � � „� : �� 2010 6en�amin Media lnc. Reprintea �vitn pern�iission trom Tienchiess Tecnnology. All rights reserved. For more information on the use of this content, contact WrighYs Media at 877-652-5295. 66773 . r �--� �- . y. -; -�!, V noe�� ■ ,� ■ � _' � ' r p� r �r in�a��_ -�-�i. " -- _ , ..�� - a P ��%/ '�!�r � �f.� . � � � ..`. _. 3� s� T� � ,�'i �� ;�} �� : � '��. .f.'�"yiry.� . `�'i _ ,�.�r _ ' . � .,�. ��iy vT nampiw�� akes a Big B�'e�� , _r_ + "v"t '` f ;r► �' �. y :� ,,. ,�,,,;�;,.. E ;•'- -.,�:•�, t, _ „ .�t. . ' �• ��.' �,- �' .�. ,?� '� � - r d�'L LL,. � � �.��; � , � ,'. t�� _�: , � .� ,�. , ;-,� s. , 3. ,/� i ��` +`; ' i , � 1 �� O� G�y!1F � �R WA.T �v5 UPER � N _�'�. ��yr� '�� t �': ` i` ` .�' � � ' 'r - S'.•..�► y � - :'�� ;� ... r �� / i� ' �l`/ ;��/ ! � : ,} � // � � , h` r �� ,�/�� ,. �.. . `,�� - it�� . <r� ' , l .'r"•� , •I� /��y(� ! � �� ,j . , 11Y�1 =/ �' ;� ��' y �,� 1. 7 r � � �� .�- . � � � � .�� . �� 'w � - ' � � ` ; r� � :-� .3' � � "�.�• !%�' � � � � ,� �.,..�.,� ,-, �r By Jason Mitchell he City of Hampton, Va., covers approximately 136 sue. During a rain event of 1 in. or more, the groundwater sq miles in the Hampton Roads area. With a popula- and rain derived inflow-and-infiltration <RDI� greatly over- tion of 150,000 people, Hampton is the home of the tax the system's capacity. In addition, I&I contributes to Langley Air Force Base, the NASA Langley Research the weaz and erosion of pipes and manholes and increases Center and the Virginia Air and Space Center. It also boasts pumping and treatment costs. a wide variety of business, industrial, retail and residen- Knowing that the City of Hampton needed an effective tial areas, historical si[es and miles of beaches. This urban I&I reduction program, the Wastewater Operations man- watetfront city is becoming a hot spot for tourists on the agement team researched the most cost-effective and prov- East Coast. en-reliable rehabilitation systems available. A.fter careful Wastewater Operations, a division of the Hampton Pu� consideration, the team determined that performing most lic Works Department, constructs and maintains the city's of the work in-house was the most cost�ffective method. sanitary sewer system. Hampton's system has I 1,000 man- Internal staff had extensive manhole rehabilitation experi- holes and transports about 12 million gals of raw sewage to ence and knew theit crews couid successfully tackle that the Hampton Roads Sanitation District for treatment every part of the program. day. Its collection system dates back to the early 1940s and They detetmined that a self-installation program would neariy 75 percent of the system is below the groundwater provide flexible scheduling, optimize crew time, improve table. Therefore, inflow-and-infiltration (I&n is a major is- quality control, save money and give crews a sense of ac- � �„�� a�.�: �G� ' :r- ��.. °� : � i �s� _.. _ :Y .� �"+�ti+'a�`` :. �. < � ' - _` � '�/ , , �rl a , - ` ,i ,�` � j:�. _� . . ' % ``` , ��.� ,�� y _ t' s ;,•''.`-Yl�; � �� - �� — ._ . ! � � �--w' � , / � ��",'r�'�"�� - -� � � r - l+��?,:. _ „' � `" - r� �.,�il�� i �.F ' `r �'/ ,�_ � -��,I.,� �,''rr . �� r �� , a . . � ��. +�'{� I' : ��S ��y� � # `r �.. . i; 36 TREMCHLESS TECHNOL06i April 2008 www.trenchlessonline.com complishment and ownership in the project. Us ing their infrasuucture database, GIS informadon and How data, the management team established a pilot program, which targeted an area known to have severe I&I issues.This area was in a basin with 7,SOO lf of pipe and 4b manholes. The crews used the Permacast system from AP/M Permaform for centrifugally compacting high-strength cementitious grout on the pre- pared interior of a deteriorated manhole in ev- ery manhole.They also re-established the bench and inverts and installed a plastic manhole insert to stop the inflow First, the crews cleaned the manholes with a high-pressure wash to remove loose material back to solid wall. Sometimes the conosion had damaged more than 2 in. of the pre-cast concrete. In masonry manholes, the bricks were still sound, but the mortar joints were gone. In both cases, the structures were seriously weakened and leaks were ohen prevalent. While the SpinCast operator sets the equipment in place, the other crew member starts mixing. The op- erator raised and lowered the SpinCaster with a winch, making 20 to 30 passes through the center axis of the manhole, depending on the � engineered thickness of 1/2 to 2 in. Half of the passes were made clockwise, and the other half were made counter�lockwise to ensure rhe S thorough coverage and complete compaction without having to trowel. Hampton's tidal basin location coupled with warmer temperatures for most of the year contributes to a seri- ous corrosion problem. Hot sewage, long retention times, high biological ozygen demand (BOD) levels and off- gassing generates lots of hydrogen sulfide gas, which be- comes food for the bacteria that produces sulfuric acid. The corrosion chain is only broken if the bacteria cannot grow.Therefore, when rehabilitating its manholes, the city added ConShield, an EPA-registered antibacterial agent by ConShield Technologies, to the Permacast compound to prevent micmbiologically induced corrosion (MIC). "We discovered just how effective it is when we used the repair compound with ConShield on one manhole and not on the next manhole, which was 30 ft away on the same system. Five years later, the one without ConShieid was severely corroded, while the other looked like it had just been installed," stated Barry Dobbins, Hampton's I&I manager. ConShield is regularly used in the manufacturing process of new concrete manholes and pipe in many cities throughout America. Using the flow data and similar rain events to analyze the results, Wastewater Operation's efforts reduced inflow by 18 percent. The success of the pilot program enabled the department to implement a full I&I reduction progrdm in 2000, with a goal to rehabilitate 100 percent of the city's 11,000 manholes. Since the implementation of the full program in 2000, a three-person crew structurally lines about 400 manholes each season betweenApril and October.The crew averages between three and four manhole rehabs each day, depend- ing on depth, condition and access. Speed does not com- promise the quality of the work. In fact, the high-speed �� `�- ' ' ' � �' -. ,. � . ,�, �� ,�, .� �_ _ _ ,. pinCaster makes 20 to 30 passes through the center of the manhole's axis. � �'� rotational compaction ensures an even and uniform a plication every time, and the thickness is easily controlle.. by the number of passes up and down through the center of the manhole. It is important to avoid confined space entry whenever possible, and with the Permacast system, the city's crews only need to enter manholes to stop leaks, repair benches and perform 6na1 inspections. "Since the inception of the progrAm in 2000, we have rehabilitated about 3,� manholes.The city's inflow-and- infiltration problems have not been completety eliminated, but this program has been extremely successful and it con- tinues moving us in the right direction," said Dobbins. Malysis confirms that inflow and infiltration has been reduced by roughly 18 percent in areas that were rehabili- tated using this program. Manholes are not only a major source of I&I, but are also one of the easiest patts of the system to inspect, repair and monitor. T'he I&I reduction program has already saved the city nearty S 100,000.The Wastewater Operations Division looks forward to its continued success and expansion of the pro- gram in coming years. Jason Mitchell is superintendent of wastewater for the City of Hampton, Va. cR� z9 a, � �a ro�d www.trenchlessonline.com April 2008 TRENCHLESE TECNNOL06Y 37 � , nM,� hl I � o e Technologies, Inc. in 2000, the manholes near City Hall in Hampton, Virginia, were identified as being severely deteriorated from high levels of hydrogen sulfide gas which fed bacteria to form Microbiologically Induced Corrosion. When unprotected concrete is exposed to Hydrogen Sulfide Gas, bacteria can quickly grow creating sulfuric acid which allows structural damage in just a few short years. This was the case in the City of Hampton. The City of Hampton chose to fix the manhole on Queens Way using a process called PERMAFORM" fortitied with Conm"Shield�. PERMAFORM" is a unique, patented process for reconstructing manholes quickly and cost-effectively, involving neither excavation nor interrunti�n nf the flnw T iahr�.,P�nhr . - --a• -.. .b. . steel panels are assembled inside the manhole and concrete is poured between the form and existing wall. After the concrete has hardened, the formwork is removed leaving a completely sealed, structurally sound, `manhole within a manhole'. Con°"`Shield" is a revolutionary technology for the effective and economical prevention of Microbiologically Induced Corrosion, commonly developed in concrete sewer pipe and manholes. It prevents the acid-producing bacteria (Thiobacillus) from colonizing into concentrations that produce sulfuric acid. Con""`Shield" is an additive that easily can be added to concrete prior to placing. Hampton Discovers the Benefit of Using C011micSi11e1C�� Unlike coatings or plastic linings, Con`""ShieldR molecularly bonds to the cement particles. It cannot wash off, chip off, peel off, delaminate or pinhole! The Queens Way manhole was renewed by City of Hampton crews in Februa.y 2001. The manhole was then re-inspected by Barry Dobbins, Wastewater I&I Manager in Septembcr of 2006. As expecteci, the manhole shows no sign of deterioration. (See picture below on left). That same year another rnanhole on the same line within a few feet of the Queens Way manhole was also renewed, but for comparison sake, this one was done withnnt ('v„micC�,iy�,�R lI7L_� 1'C_ � .0 . vY 11�.11 LIIIJ 1I1Q1111UIC W�lj inspected in September 2006, it was already showing signs of severe deterioration. (See picture below on right ). CONSHIELD Technologies Inc. can be contacted at 1-877-543-2094 or info�;;conshield.com. Barr�� Dobbins of the Cit�� of Hampton can be contacted at 757-726-7944. ��v� . t� y yr �.'. � �� , c i� .. ` r ', � :�,,l4,. � �; ' ";�'�J ,�,� � ,x � � �^ �.a � . .{ : xL�� x :..t_ - ,* � . ,� : ,, ;: ..,'.��.-- �� '�'� . F {,�•� � .'S� ` �; 1 �� . , 1 :t� ^ '�` ��./ � �� " i .��! s�,_�(_,.� i, �,: . .. � Con�"Shleld Technologr'es, Inc. I7!(Jr�'cll [a�'lTllJl' ffJ?' � "1111('t�C'�� SUGGESTED SPECIFICATIONS FOR READY-MIX CONCRETE FOR POURED-IN-PLACE SEWER STRUCTURES Additions to Project Specification where corrosion resistant cast-in-place concrete is needed to resist mi- crobial induced corrosion (MIC) of sewer structures. Antimicrobial Additive: • Antimicrobial additive, Con""`ShieldN, shall be used to render the concrete uninhabitable for bacteria growth. • The liquid antibacterial additive shall be an EPA registered material and the registration number shall be submitted for approval prior to use in the project. • The amount to be used shall be as recommended by the manufacturer of the antibacterial additive. This amount shall be included in the total water content of the concrete mix design. • The additive shall be added into the concrete mix water to insure even distribution of the additive throughout the concrete mixture. • The ready-mix supplier shall submit a letter of certification to the project owner stating that the correct amount and correct mixing procedure were followed for all antimicrobial concrete. • The antibacterial additive shall have successfully demonstrated prevention of MIC in sanitary sewers for ten or more years. • The antibacterial shall be used by factory certified plants and contractors. • After the conerete takes initial set, Con""°Shieldx color identifier-indicator (Conm"Shield� ID) shall be applied to the interior surface. Acceptance: Acceptance shall be a letter of certification from the concrete provider to the project owner stating that the correct amount and correct mixing procedure were followed for all antimicrobial concrete. Quality Assurance: The concrete producer shall retain two labeled specimens from each production run. One set shall be retained by the concrete producer and the other set shall be sent to CONSHIELD Technologies, Inc. or independent laboratory as directed by the engineer for verification on a random or as needed basis. Field Repairs: Field repairs to the precast concrete shall be made using Conm"Shield" Joint Set Grout pre- portioned and factory packaged that requires the addition of no other components. This repair grout may be used for filling joints, lift holes, damaged areas, benches and similar. Note: Conm"Shield��, liquid antimicrobial additive is available from CONSHIELD Technologies, Inc. EPA Reg- istration 75174-2-47000; Phone: (877) 543-2094. CO�SHIELU'fechnolo�ies Inc. ��1 Tenth Street \�� #233 Atlanta. G:� 3U318-5713 Call 877-543-2094 Fax: 77U-�38-2131 r :�..�,rr*'��Y;�� r�p.�-.. ,�,ti� � r,. r•-' �+r G ' y� �''�. a.- f• x ��1 �' �'� -scr �� .� -.6� '�`fi�"� r"�; ' �- � ��` L a4��f � -+vs' yys..t +.�p Rc. �y,.� 2- i � - �. �yR.�'T`ie ^ ]I . ��RL '� !7 •T ` "VMl{� S � R� j� -�"� ��-�- �j��'1�.�' � � "'��•� �•� �y � � k T=. �-��: _� �.y :� ; i f 'it �. lt �� `;�Y`� �, �� ;1r�r�t°',rr� �`�-s'�r �; li�+ .�a-a� . w 4'"�Y''�� • p �`y�..�+. 1� S� �",� �$Y-= *b _ �`� �' , ��,� �- � � � 2...r, �; a f.�" : fY : " � } � � ,. '.' � � � �� , �, ;. �.2 } � � �� -+Cc�i',�' . � � � ♦,.��r .t� � ��'CS � y`i'f 's�:a ,jri � f - �,�-- �.w " a.�.-�,.� .` .:• f�]�k�'�L�. t� tr�`�� ✓ y€ .�. ...1I ' �(�-Y � yc �[��> 'v ,S�y .r- , � ;° B - _ Y� � „ � � !ir . fl ..'s � � 1 � � j R��` ,� ''��t�ie' .�. 1�-,�(`�'L :e� ��s� '�,�.y�4'r �� .# �•• �,. �. �_.i �,jq� � .s� � 'r �-� " F .-�l,�� A` f , y� .d-�r - ..+�' �r � �'� ;�� l�, �x�' �,7;rs'- iYy� 1s.'�e�'.-+�y s,�i � .�� '�ti-�'� �h-�.--�o-. }�a.i=s' s� .j� �" '�yv�4.,�?3,�r .� . {,��..�,,'�' ._. i �. y� {'a _ �` � _, `I t: q'� r., f.� �g � .. f _ . - i�i # " � a r' � a � �n�.}4_,.'�i-.� " � � T �,Y� K J - - l�iF �'� � f �y„"l� . -��. �`�� o,.t �,ydS..c ��p �� J� 4� r�. s � � rj � . . . �_'s �t t �•��. r� _ �`- -S .� � � „�y� 'h�x ��,sc �• f,,,�,�.�•,, '�' 3�t�s-,r7•v'�,�-;,n. t - q.,, .� � ��-'3w .� '�r . . . y s y b :r a -,�,x`�,c�],�s `Y s:,c F r �'= %�. _ _ 2 _ . t� ` �f� � ;�- SPIN-ON EPDXY ` � i L�FY � �' �s,,,,�L; -, . ^-. - -:� '�`�` , � / � � * � ,�:: - ' � ,.,� 3 � w. _" .�v . `, �; � a .:�: � �� . s ' .- _ �: �� :± . ti�� _ .F-' : � _- _ �r -_ _i ..,�-_�` . ' V � `2y, j�� Fr�� . nr � �.�' �� _ -:�5" _ � }� • o-::.r :Z*;L � . - �_...� \ a�.. �c � % . • � � l+ ♦ Ultra-high strength liners engineered to reinforce, seal and protect! INDUSTRIAL STRENGTH PROTECTION ■ 3,000 psi mortar in just 24 hours ■ precision controlled application ■ no excavation ■ no interruption of flow ■ factory certified applicators ■ 16,000 psi epoxy ■ 10,000 psi at full cure ■ densely compacted ■ no hazardous entry ■ a true structural liner ■ factory certified material ■ engineered composite Featuring ConShield for protection against (MIC) bacterial corrosion Proven solutions to your most troublesome manhole problems. AP/M PEAMAFORM� PO Box 555 • Johnston, IA 50131 www.professormanhole.com 1.515.276.9610 Fax: 1.515.276.1274 800.662.6465 PERMACAST`°' is a patented method and apparatus for rehabilitating sewer structures licensed under US patent 5,452,853 with foreign and other patents pending. �OCOPYRIGHT 1999 AP/M PERMAFORM� �',�'�4n`; ��►��`Yz��A'�� ,,t4� sr�'� �nti�t��7�^'k . �x�('�i.i��t, i��IL�.�� 1� �t,f��/{��a•,11�!�'r•1��' �� '�� 1 i 1* +r � y � � ^7 ' ��+r� ('�!`.I r�� ,��P }�` `�, , �� ' \ 1' �, �r� �`S�R � � � 7r - t � Y '� i� �i_•'�►��,�t �t 4��,*,4 7y{ �., � i� �M��f t..J�)' rr�F;�v•A': t !` 1,� �i�`� r1`� j'�: �',�3, �'i}A�:� ��':AY. Mt f ''yS� �r i �;S'_ .. 1 f_' . �•��+�� a.,� .�� ,, � � �� . .. ��,� � ., � i..' 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This concrete is under constant attack by a vicious unseen enemy called Thiobacillus bacteria, which undermines the structural integrity of concrete and causes millions of dollars in repairs annually. According to an article by Paul Ramsburg in The Cnn�rPte Procl[ecer, C.D. Parke: :i:sc d�scribed this tuicru- bial warfare as Microbial Induced Corrosion (MIC) over 60 years ago. MIC is still often incorrectly described as "corro- sive gas problems." Rather, MIC is more correctly described as "a process by which sulfuric acid (H,SO�) is produced in sewer systems when hydrogen sulfide gas (H,S) and Thiobacillus bacteria interact." Thiobacillus has the unique ability to convert hydrogen sulfide gas to sulfuric acid when there is oxygen (O_) present The sulfuric acid produced by this interaction eats into, or corrodes, the concrete. But where does the hydrogen sulfide gas come from in the sewer systems? Hydrogen sulfide gas is produced by the non-air breathing bacteria that is present in the sewer effluent. The amount of this bacteria is controled by factors such as temperature, amount of oxygen, retention time, and turbulence. In fact, the more turbulence the effluent has, the more hydrogen sulfide gas is released into the sewer environment. Typically, one of the most turbulent areas in a sewer is found near manholes, leading to increased concrete corrosion in those areas, as demonstrated in the accoinpanying article, "Manhole Coatings Repair." The hydrogen sulfide gas mixes with the carbon dioxide gas (CO,) present in the sewer to create a mild acid solution made of thiosulfuric (H,S,O,) and polyphonic acid and s, i'; f� � 1 r _ �? ;,^ r R � ,.� C. . _ - ' v� :Yr + • � ti+� - . . .,;� . _ . �,�- . �: �,: � .; � �;. ,: ; . :,, ,,, `.. � carbonic acid (H,CO3) respectively. These acids mix with the calcium hydroxide (Ca(OH),) present in the concrete, reducing the pH content on its surface and allowing coloni- zation of the Thiobacillus bacteria within the concrete itself. Thiobacillus primaril}' attacks the gypsum present in the concrete, leaving a pasty white mass just above the effluent level in the sewer. And the battle is on. Se��eral methods of attacking this bacteria have been used with relative success throughout the years. One method involves prevention of gaseous buildup in the sewers by a regular and continuous insertion of several chemicals and oaygen into the effluent. This method, while successful, is costly and time-consuming. As demonstrated with the epoxy applied to Casa Grande's manholes, protective coatings can also be used to prevent the bacterial invasion. However, if the coating fails, Thiobacillus is very happy to take up residence underneath the coating and further corrode the concrete below. In 1996, anti-microbial agents were introduced that are capable of molecularly bonding with the concrete when mixed directly into the concrete admixture to effec- tively prevent the Thiobacillus growth throughout the concrete and permanently protect the pH of the concrete. Applied under the coating — in the accompanying article the anti-microbial agent is found in the ConmicShield — it molecularly bonds with the concrete's aggregate. The concrete itself becomes deadlv to the Thiobacillus bacte- ria. And, although it is deadly on microbial life, it's safe for humans and animals. It is EPA-approved and will not leach out into the city's sewage or water systems. When coated, the rehabbed manholes are ready for years of service. ( vp>right 'l00<Y • /{epriate�d irith pnr•missioia Coa[i�tgsPru .tingazr�a�� D L d A C � � � D �� y-yy�. ?� ��_ ��t�es'4r.,�.."S� G�i � 'k tM t"c� aS�g *er,�.�'4 . �,� �j �.'.:_: � 5'.� Yi 9 c . E _, . '��'d�� '`�.,��,'�'�.�5 P� �$T� -�t� �� <#'�i'�Ti�. . 4 ¢s"�'� 'f �rf `� �,�, £ E . .. � � ,�.�,.,�,. � _�,�, ��., R,�� . �. ..�� , ,, ,. � �:. . j Trans►nittal Form ; MCompany Name_ C`�.� b� �,�,:.�� Address ( G � � �. _ �,JL.� �..� +A(e.. Ca Date: Y� City, State, Zip �� LJc., �'j,$p S'I Attention: �� L.., Z�r Z� � 1 S'�.o � L��•� � cJ��l. �� e�;t Phone Number `'��-� , � �, _ '1 zJ �P From: �. �ly L'�Q,`l��.eft �e �' Project name: �11� S��2 ��-,�Q �, Subject: �S� w-- 1,S �� .� � �� 4% c�;� �� 2� _ ,3 s �' We are sending you: Attached Via: 0 US Mail ❑ Hand Delivery For your: ❑ Records Use and information Approval Review and comment ❑ Use and distribution Signed: ❑ Under separate cover Express Mail ❑ FEDEX � F'� ❑ Other Memo: ❑ UPS WMARKETING Submittals.doc .. <Ei[�'/ _ �i11� iur�rxwnoxAt Designation: F 2551 — 09 I Standard Practice for � � Instailing a Protective Cementitious Liner Systemi in Sanitary Sewer Manholes' T3is staadard is issued under tl�e fized dcsi�apon F2551; thc oumbcr immediacely following the dcsig�adon indica�s the ycar of origiaal adapdou ot, in the case of revisioq the year of last rcvi+ioo. A nnmbcr ia pareathcses indicates the. ykar of last reapprovaL A supasaiP� �R+ilon (e) indicates an editorial change since the lut rrviuion or ieapproval, INTRODUCT'ION 1. Scope A sanitary sewer manhole may be repaired or rehabilitated by applying a prepack�aged cementitious liner to the interior surface after it has been properly prepared and cleaned. Sanitar� sewer manholes ca.n be daraaged by dynamic loading� abrasion, erosion, and corrosion. 1 1.1 This. specification describes all the work required to structivally reinforce, seal, and protect san.itary sewer man- holes. Applications include applying a prepackaged cementi- tious liner ebat can fun�tion as a full. depth restoration or a Partial depth repair. A uniform high-strength, fiber-rei.nforced cementidous mortar should be manually Sprayed a�d hand troweled or centrifuga]]y cast in a uniform, p�scribed thick- ness to all cleaned, interior surfaces from the boitom of the rame to the bench. The cementitious li.ner may be applied to ��- �nanholes constructed of brick, concrete, block, and various other materials. 1.2 A manufactu�r's approved applicator shall furaish the complete application of the protective, prepackaged cementi- tious liner material. All of the cleaning, prepara[ion, and applicahon procedures shal] be in accoi,dance a,i� �e manu- facturer's recommendaaons. 1.3 The values stated in i.ncb-pound units are to be regarded � S��ard� The �alues given in parentheses are mathematical conversions to SI units ihat are provided for information only and are not considered standard. 1.4 This standarr! does n.o� purport to address all of the safety concerns, if a�ry, associated . with its use. It is the responsibiliry of the user of this standard to establish apprb_ priate safery and heQlth practices and determine the applica- bility of regulatory limitalions prior to use. Manholes are permit required confuLed spaces in accordance with OSHA definition and should be treated as such, requiring confined space entry pernuts, appropriate rnonitoring equipment, nnd the associared personal protective equipment, ' This pracba is nndu tbe jiuisdicdon of ASTM Commiczx g36 on Technology and Undeccgoand U¢liacs and 'u tb� dirxt irspoa�bili�, of Subcommittx F36,2p oo Iarpation and Renewa! of Water and �yastewacer In�� Currcnt adiaon appruvcd May 1, ?A09. Publishcd Junc 2009. 2. Referenced Docnments 2.1 AST'M Standa,rjs: Z C 39/C 39M Test Method f�r Compressive Strength of Cy- lindrical Concrete Specin ns C 109/C 109M Test Metho� for Compressive Strength of Hydraulic Cement Mortarsl ([Jsing 2-in, or [50-mm) Cube Specimens) C 309 Specification for Liq�d Membrane-Forming Com- pounds for Curing Concre C 494/C 494M Specification� for Chemical Admiztures for Concrete C 969 Practice for Infiltiatio� and Exfiltration Acceptance T�s1�S of Installed Precast�Concrete Pipe Sewer Lines C 1140 Practice for Preparing and Testing Specimens fi-om Shotcrete Test PaneLs C 124-4 Test Method for Co�dcrete Sewer Manholes by the Negahve A.ir Pressure (Vac um) Test Prior to Backfill C 1315 Specification for I.iq 'd Membrane-Forming Com- pounds Having Special Pro rties for Curing a.nd Sealing Concrete F 2414 Pracdce for Sealing S wer Manholes Using Chemi- cal Grouting 2.2 ACI Standards:3 i ACI 301-05 Specifications fclr Structural Concrete ACI 305R-99 Hot Weather doncreting ACI306R-88 Cold Weather oncreting ACI 308R Practice for Curiu Concrete ACI 506R Guide to Shotcre ' For ,rtamcea .4s?M scandaids, .isie o As'I'ht webaco, www.asbn.org, or contact ASTM. Casiomer Scrvice az suvice as�.org. For .Uv�ual Book of A37"M Srm�dardr vol�e informado refa to the s I Doc�cnt Summary Pag� on Che ASi'h1 website. ' Available from American Concreee Ibsad�ce (ACn� P.O. Boz 9094, Fa�ing[on Hill+. MI 48333-909d, htrpJ/www.conc:ete.c�rg. %oPY�9M O ASTM In�matSmal, 100 Ba�r Hafbor �rfve� PO Bo�c C700, Wast Conshohodcen. PA 14a2�2959. UrJted States. Copyright by AS'I'M Int'I (all rig6ts reserve�; Wed Aug 5 17:53:23 EDT 2009 I n-__i__�_�i__�... ., `g 9� ,f /�AR .-�?._ .�' t�¢.�OIE �: ; �oLNflon .,: ■��• .. w�aNA�ps Technical Data Sheet MS - 1 �,000 Fortified with Conm'�Shield° ULTRA HIGEi STREIVGTH, CORROSION RESISTANT MORTAR Based on Micro Silica and Portland Cement Designed for Renewal of Underground Concrete Serrer Structures in Severely Corrosive (NIIC) En��ironments. It is the intent of [his specification to provide for the �vaterproofing. sealing, structural reinforcement and corrosion protection of e�isting manholes, pipe. ��et wells and similar underground concrete structures b� the safe. quick and economical application of a uniform cementitious layer of special mortar that cures in place to form an in[enor hardened liner. Fortified with Con°"`Shield` for protection agaiast Microbiologically Induced Corrosio❑ (MIC). GENERAL This specification establishes the minimum standard for material and me[hod ol application Tor restoring and sealino leaking and deteriorated manholes b� centrifugall� CB;;ii;�� a S�cCiai «�orar, rERTv"ii-�,CAST�' M�-iU,UUU, OII20 its interior in one application at a�peciYied thicl:ness. PHYSICAL PROPERTIES Unit Wei�ht Color Special Handling Sheli Life Water Demand Coverage Workin� Time �- NOMLNAL VALUES Set Time at 72°F ASTM C�03 I�utial Set Final Set Modulus oY Elasticiq ASTM C�69 28 days 12�pcf Light Gray None-keep dry One year 128-14� FI. oz./sack �0# bag yields U.40 cf 4U minutes Min. 120 minutes Min. 240 minutes 1,500,000 psi Flexural Stren�th ASTM C-293 24 hours 28 da�s Compressi��e Strenath ASTM C-]09 24 hours � 28 da�s Bond Stren�th ASTM C-882 28 da� s � Tensile StrengthASTM C-�I96 Min 40U psi >1,�00 psi 3,000 psi 10,000 psi >2,000 psi >800 psi 0 Shrinl:age ASTM C-890 Sluin}:asz ASTM C-1 U9U Rapid Chloride Pern�zabilit� AS"rM C-12U2 (AASH�I�OT-277) < »U Cotilombs The Ph�•sical properties contauted herein were obtained under laboratory' conditions at 72° F. Physical propercies obtained under tield conditions may vary� do to deviation MATERIAL PERMACAST` MS-10,0U0, shall be an ultra hiGh s[rength, high build, corrosion resistant mortar, based on silica moditied Portland cement and other special addi[ives. The material is desi�ned for use �vhere bacterial corrosion can low� concrete pH to < 3. W�en mixed with the appropriate amount of water; a paste-like material will develop which may be sprayed, cast, pumped or gravity-flowed into any area '/. inch and larger. Zhis mor[ar will harden quickly without anv need for special cunn�. fl�e hardened binder is dense and highl� resistant to water migration. rhis e�ceptional periormance is achieved b� a complex tormulation oY mineral, organic and densihing agents and sophisticated chemical admixtures. Graded quartz sands are uszd to enhance particle packin� and fuither improve the fluidity and hardened density. The composition also possesses excellent thin-section toughness, tugh modulus of elasticity and self-bonding. Fibers are added as an aid to casting, for increased cohesion and to enhance flexural strength. "lhe ��-ater content may be adjusted to achieve consistencies ranging from thin motor oil to modeling cla�. Despite its hi�Jt t�uidit}; [he mortar has good ��-et adhesion and does not sag or run after placement. The mortar ma� be cast against soil, metals (including aluminum and lead), wood, plastic, cardboard or other normal construction material. Con'�"Shield° prevents MIC corrosion .b� creating an environment incompatible to [he �ov,7h of Thiobacillus bacteria. Con""`Shield`' permeates [he mortar during the mixing phase aild molecularl� bonds to the cement panicle� and become� an integral component oi the ne�� liner. It �aruiot ��ash oft�. delaminate or lose its etfectiveness from wear. Scraping or erosion of its surface only serves to e�pose additional treated material. EQUIPMENT Mortar mixers, compressors and pumps are standard commercial models. The higtt speed, rotating applicator � F 2551 — 09 2.3 ICRI Technica! Guidelines:4 Guideline No. 03732 Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Overlays Guideline No. 03737 Guide for the Prepararion of Concre[e Surfaces for Repair Using Hydro-demolition Methods 5.1 The applicator is responsible to ensure thac the manhole is properly cleaned and prepare� 5.2 Place wooden or plasric covers or other protecrive � devices over the sewer manhole i.nvert while cleaning the manhole wall and bench sections before applying the prepack- e; aged cementitious li.ner. Wire mesh and fabric filters allowing f water to pass are also acceptable. 5.3 Remove all foreign materials from the manhole wall and bencb sechons, Remove all loose and protrudi.ng bricks, mortar, and concrete. Remove metal, plasdc, or brick stairs, if � required, before applying the new liner. Fil] any large voids o with fast setting cemenatious repair material. _ 5.4 Surfare Cleaning Procedures: 5.4.1 High Pressure Cleaning—Properly cleaning the sur_ face of the s�ucture is critical to the success of this rehabili- tation method Use a. higb-pressure washer delivering a�_ mum of 3500 psi (2413 MPa). A minimum of two and a half gallons per minute (9.46 li�rs per m.inute) should be delivered thnough the spray bp.. The spray tip should be kept between 6 and 12 in. (1524 and 30.48 cm) frocn the surface and be held at an angle between 45° and 90° to the surface being cleaned The spray. tip should be directed across the surface at a speed of no more than one foot per second (0.3 me�-es per second). Tf the surface is especially.dirty or greasy, cleaning agents may be added to the pressure washer water or tbe water may � heated, FVhen hot water is required, it should be heated tA 210°F (99°C). Care should be taken to clean tbe fi-ame sealing surface where the lid Sts into the frame, removing any debris or other materials that negatively impact the lids ability to seal against the frame. Cleaning should begin with t6e frame surface and progress down to and include the bench, A mtaring spray nozzle may be used for cleaning, if it meets presstu�e and flow requirements. Care should be taken to avoid further struct�ual damage to [he ezisang surface, 5.42 In some situations, when removing ezisang coa�g� or linings, pneumatic hammers, hydro-demolition, or sand blasting may be requ��, Refer to Guideline No. 03732 or Guideline No. 03737. 5.4.3 Some substrates may require more surface preparation including acid washing. If acid washing is performed, the acid cleaned surface should be neutralized_ 5.4.4 Remove any loose material after all preparations and cleaning has been completed. Do not allow soil, sand, debris, or runoff to enter the sewer system. Properly dispose of any delecerious materials removed from the manhole according t,� local, staLe, and federal guidelines. 5.5 Surface Repair. 5.5.1 Repair the Inven and Bench Sections—Repair a.ny invert and bench section that exhibits visible damage, de�a_ dation, or wa[er i.nfiltration. Remove obstructions and loose matenals from benches prior to shaping inyec-ts, Form smooth, u-shaped channels across the floor of the manhole. Use a h�gh-strength, fast-setting cemenatious repair material. Con�ol or divert the flow to allow sufficient setvng ome for the 3. Ordering Information 3.1 Submittals--drders for all prepackaged materials lis under this practice shall include the following: 3.1.1 Product data, including manufacturer and brand nam 3.1.2 Technical data stipularing physical characteristics o applied liner material; and 3.1.3 Manufacturer's Safety Data Sheets. 3.2 Delivery, Storage, and Handling: 3.2.1 The prepackaged cemenhtious materials should stored according to the manufacturer's recommendations. N mod.ification should be made to the m��,tfacturer's recommen dations for handling and delivery of these produc[s. 4. Materials and Manufactare 4,1 All prepackaged materials shall be designed, manufac- tured, and intended for sewer manhole rehabilitation and the specific application in which they are used., F�ach material shall be designed for applicadon over damp surfaces wit�out deg- radation of the finai product or the bond between the product and the manhole surface, 4.2 Materials for Substrate Repairs—All voids and iaegu- � larities of the substrate should be filled or repaired with structurally sound materials before applying the cemenritious li.ner material. 4.2.1 Cementitious Repair Materials—Hand mix 2�d apply for filling voids and reforming benches and resurfa�ing t�e brick, concrete walls, and bench surfa�es of the sewer man- hole. Mix che cement repair material and apply according tA t�e manufacturer's inshvcaons. The cementirious liner material can be used as the repair matcrial. 4.3 Infiltration Water Conlrol Materials--tiSpecig�ylly for- mulated for stopping w,ater leaks and minor infil�ation. 4.3,1 Cementitious Water Control Materia�s—Used to stop flowing water leaks in concrete and masonry structures. This material may be applied i.n dry form directly to the leak area or ��d �'ith pocable warer to a soft putty consistency for larger active leaks. This mat�riy� is held in place until it sets and the leak stops. Mix and use according to the manufacturer's i.ns�ucuons. 4.3.2 No modification should be made to the products recommendaLions for handling, tn.ixi.ng, placing, and finishing without the manufacturers prior written approval. 4.4 Chemical G�ut Material—To stop water leaks and infil�ation with cbem.ical grout, refer to Practice F 2414. 4.5 Lining Material—Prepackaged cementidous lining ma- terials are specifically designed to repair or rehabilitate sewer manhole. � ` Availablt hom the Inte:nadonal Concrete Repair In:ticutt, Ine. Riva Roa� Ste 132, Dcs Plaina, II. 60018� httpl/www.ia-i.org. ��• 3166 S. 4.6 Other Materi.als—No other material shall be used with or added to the prepackaged cementitious liner mat.erials without prior written approval from the manufacturer. 5. Surface Preparation, Cleaning, and Repair CoPyright by ASTM Inpl (all rights resrn•e�� Wed puR 5 17:53:23 EDT 2�x1q 2 �' F 2551 — 09 material used. Make 5nished benches and inverts smooth without defects. Allow no accumulation of debris. 6. Mi�ng of Prepackaged Cementitious Repair Materials 6.1 The applicator shall bear complete responsibility for m;xing of the materials, applyi.ng, and finishing of [he sewer manhole repa.ir system. 6.1.1 T1�e prepackaged cementitious liner material should be mixed with water in accordance with the manufacturer's recommendations. Tempering of the material above the manu- facturers published limits should not be allowed.. 6.1.2 Use clean and potable water for mizing. 6.1.3 No modifications or changes should be made to the product without prior written approval of the manufacturer. 6.1.4 During hot weather, the cemenhtious liner material should be mized at temperadims below 90°F (32.2°C) in order to avoid rapid loss of workability, to decrease water evapora- tion, and tn prevent p:-��at�-�c ;et time. Retarding admi�ctures Type A, B, or D that meet SpeciScation C 494/C 494M may be used to allow work in hotter weather. However, applicators should obtai.n manufacturers permission or use products rec- ommended by manufacturer. Apply admiztures in accordance with AQ 305R-99 recommendarions for hot weather condi- tions. 6.1.5 If work is to be performed near 40°F (4.4°C), preheat the water and keep prepackaged material wazm The mix should be kept near 70°F (21.1 °C). Apply in acconiance with �CI 306R-88 recommendarions for cold weather concreti.ng. ��ome liner materials are capable of setring in cold weather, consult with manufacturer for suitability. 7. Egecution—Application of the Cement Liner 7.1 Spray Application—Manual Surface Sealing: 7.1.1 Dampen the manhole wall surface. Surface must be damp without noticeable free water droplets or rnnning water (surface, saiurated, dry). Spray or apply the cementitious liner material. to a uniform thickness as specified. Use a hand'trowel to hand work and compact the manhole cementitious liner material i.ntn all the voids and crevices but do not over trowel. Allow the cementitious liner material to set as recommended by the manufacturer. 7.1.2 Spray the cementitious liner. material to a nominal thickness of �fi in, (1.25 cm) in one or more passes. The thicl�ess of the cemenatious lini.ng material applied to the surface depends on a wide array of variables. These variables include overall condition of the manhole, depth, cons�uction matErials, location, dynamic traffic load, source and state of corrosion, diameter, hydrostatic pressure, soil type, and any other factors that might i.mpact the design of the cementitious liner. T'he design engineer should determine appropriate liner thickness and liner material pmperties and may be prepared to include the adclidon of pmcective coarings or other methods used to limit or eliminaie corrosion factors. Use a wet gauge to rneasure applied cementiaous liner material thickness at three �rions of the manhole; the conelcorbel section, middle of t, .�el, and the barrel near tbe invert. The li.ner shall be even and uniform with a t�roweled, brushed, or natural finish. 7.1.3 Not all manufacturers recommend the use of a protec- tive coating over the cementirious liner material. If the liner is to receive a top coating, then an anchor tooth finish is recommended and shall be free of curing or similar com- pounds. For dry gunite applications, finish in accordance with ACI 506R, using the recommended trowel. 7,1.4 Apply [he prepackaged cemenatious liner materia] from the top of the manhole down to the bench. Overlay the bench with a gradual slope from the wall to the edge of the channel. The wall and bench intersection sbould have a rounded and uniform radius. The thickness of t6e bench shall be no less tha.n �i4 in. (1.25 cm) ai the edge of the channel and shall increase in the direction of the wall so as to provide the required slope. 72 Spray Application--Centrifugal Process: 7.2.1 Position the high-spex.d, bi�iirectional, rotating appli- cator within the ccnter of the manhole at the ]owest point desired for the new wall and commence pumping the mized prepackaged cementi�ous lincr ��riai. Man�niry may be required to assure the lining has been effecrively applied, as on tha underside of any brickwork or around laterals. As the cemenatious liner material begins to be cen�-ifugally cast evenly around the interior, retrieve the applicaLor head at [he prescribed speed for applying the thickness that has been sclected. Con�olled multiple passes in both clockwise and counterclockwise directions are made until the desired thick- ness is at�ained. 7.2.2 If che procedure is interrupted for any reason, simply arrest the retrieval of the applicator head undl flows are recommenced. verify the desired [hickness with a wet gage. The liners shall be even and uniform with a brushed or natural finish. If the liner is to receive a top coating refer to 7.1.3. Benches and channels are 5nished by hand as in 7.1.4. 8. �ring of F�-eshly Applied Cementitious Li.ner Material 8.1 Protect the freshly applied cementidous liner from eztreme weather conditions. Accordi.ng to ACI301-O5, ACI305R-99, ACI306R-88, and ACI308R, curing com- pounds should be used to m;n;n,;�P the loss of moisture to ensure the continuarion of the cement hydrarion process. C.iuing compounds are used to obcai.n adequate and specified strength gain of the applied material. Liquid membrane curing compounds that are speci.fiec( in Specificaaons C 309 or C 1315 should be used for these piu-poses. 8.2 During hot, dry weaiher conditions, protect the finisbed cementitious liner material ax early ages to prevent rapid waier loss. Use an accepted liquid membrane curing compound in accordance with Specifications C 309 or C 1315 on the finished cementitious liners to limit water loss. Apply curing com- Pounds according to manufacturer's specificaaon, Protect liner materials in accordance with ACI 305R-99. 8.3 During cold weather application provide pmtection of che cementitious liner at early ages to prevent damage fi-om freezi.ng. Do not apply prepackaged li.ner, when ambient temperature fa1Ls below 4-0°F (4,4°C) or freezing temperatures are ezpected within ?�1 h, or both. Protect li.ner ma[erials in accordance with ACI 306R-88. Some li.ner materials are ca- pable of setring in cold weather, consuit with manufacturer for suitability. :oPyright by ASTM Int'1 (all rig6ts rescrve�; Wed Aug 5 17:53:23 EDT 20(?9 3 lr,w,l�e.i�/ .:..._a L.. � F 2551 — 09 8.4 The sewer manhole rehabilitation system is acceptable for day, nighttime, or conti.nuous 24--h work schedules in the proper environmenc. 9. Sampling 9.1 Use cylinders as in: accordance with Test Mec6od C 39/C 39M, cubes as in accbrdance with Test Method C 109! C 109M, or shotcrete panels as in acco�ance with Practice C 1140, or as specified by, [he manufacturer or engineer document for testing compressive strength. Make cylinders, cubes, or panels from each day's work and label each with the daie, location, pmject, and product batch numbers. The product batch numbers are located on each cement material bag or on the pallet Send [he cylinder, cube, or panel to a third-party laboratory or the manufacnue,r for verification. Test the cemen- ritious Iiner material for compliance with specified strengths at 28 days cr u, �;ordance with the en�neer's instrucrions. Retain one sample for further�instructions should the others fail to meet che 28-day requirement Field samples should not be moved for a minimllm of �the first 24 6 and should be maintained according to AS'PI�1 specifications. 92 The engineer should approve the inspection and quality control protocol before project startup. 10. Manhole Verification and Testing 10.1 At the owner's option, one or more of the following procedures may be employed to verify the quality of the applied liner. 10.1.1 Vacuum testing in accordance wi[h Test Method C 1244. 10.12 The water ex-filtration method in accordance with Practice C 969. 10.1.3 A visual inspection whicb may be recorded in still or video digital format 10.1.4 Other methods as specified by the project engineer. ll. Quality Assurance 11.1 The engineer should verify tha2 the repaim,d manhole meets specificahons. 11.2 If the repaired manhole does not comply with the prescribed standards, the applicator should make coirections and repeat the test procedures undl desi�n specifications are me� 12. geywords 12.1 cement liner, cementitious liner; corrosion pmtection; manhole rehabilitarion; manhole renewal; sanitary sewer man- hole; sewer manhole; stoppi.ng water infiltradon; s�uctural enhancement; structural rehabilitation AS7M lntema6'ons/ takes no position respecring tl�e validrty ol eny patent nghts ssse�ted !n a�nnecL'on witli any item meirtio,�1 in this standard. Users ol tl�is s}anCarcl are express� advised y�at defemvnab'on a/ yie va/Iditj• o/ any s� patent rights, snd Ure nsk ol lnfingement ol su:h nghLs, a.s ena'�ry u,e;� ow„ ,aspo,u;a•r,ry. This standarrl is subjeci to revislon at any time by tl�e respons;ble fech�Jq/ o�m� � musf be revie w�sd every (rve yeais an� i/not revised, eiihei reappivved or wrihdmwn. Your aomman ts ais invrted ei�et for revLsion o/ �is standaid or /or a ddib"ona! sffindartis and should be addrnssed to ASTM IntemaDonal Headquerters. Your commerrts �y!! racaive ca�elv/ poruiderat�n at a mBe6hg ol tl�a iesponsible technicsl cnmmittee, wfiich you may attend. If you leel that youi commertts have nof received a lair hearing you should make you� views lmown ta tlre AST1N Committee m Stsndank, a1 tl�e address sham be%»: This shandard !s c�pynghted by ASTM lntemationai, 100 Ban Harbor Orire, PO Bnx C700, West Corrshohodcen, PA 1942&2959, United Stales. InOividua/ reprints (single or mulL'ple aopies) o/ tliis standaid may be obtained by contacbhg ASTM at tl�e above addrass o� at 6i0-8,32-9585 (phone), 610-832-9555 (/ax), or service6astrn.org (e-mai�; o� U�rw�gh �e AST74l web,vte (www.ssUn.oiy). �PYn€��Y �� rl (all rights rescrva�; Wc� Aug 5 17:53:23 EDT 2009 4 �P IIFON Q ■�:�� E�t¢:�f0!¢ solir �E�os :. '�: ■�� ,e, p ! 1/1'S� FaM8C1� Technical Data Sheet C OR+G��D � 5 0� PROTECTIVE COATING FOR SEWER STRUCTURES A gray, 100% solid epoxy for use with PERMACAST� mortars for protection against aggressive chemical corrosion in sewer systems. COR+GpRD� 501 is a two-component 100% solids Novolac epoxy especially formulated for use in chemically aggressive sewer systems. It is gray in color and may be applied robotically from the PERMACAST° patented robotic applicator for uniform distribution over the entire interior surface of manholes, pipe, and similar structures without requiring entry. It quickly forms a tenacious bond to freshly applied PERMACAST° mortars, which are engineered to prevent delaminating powders from fomung during hydration. COR+GARD° 501 application produces a high-build coating for continuous unmersion in aggressive environments where high chemical resistance is required. COR+GARD� 501 has excellent resistance to concentrated sulfiuic acid, as well as alkalis and most solvents. TECHNICAL DATA Tensile Strength Elongarion Modulus Flexural Strength Modulus Heat Distortion Hardness Working Pot Life Dry tune Recoat ASTM D-638 ASTM D-638 ASTM D-638 ASTM D-790 ASTM D-790 ASTM D-648 ASTM D-2240, Shore D 44 min.@77° F 5.5 hours @77° F 6-24 hours >7,500 psi 3.9% 2.7 X 105 14,000 psi 2.9 X 105 140° F (60° C) 82 CHAR.ACTERISTICS Coverage Color Finish Clean up Packaging 25 sq.ft./gal. @ .065 inch thickness Gray Glossy Acetone, Xylene, Toluene or Lacquer thinner 5 gal. pails; one each part A& part B The Physical properties contained herein were obtained under laboratory conditions at 77° F. Physical properties obtained under field conditions may vary due to environmental variables. Data are subject to reasonable deviation. EQUIPMENT Epoxy pump shall be approved by PERMAFORM° PREPARATION The epoxy shall be applied to fresh PERMACAST° mortar before biogenic or chemical corrosion can affect the newly lined, cemenritious interior surfaces. If more than 24 hours has elapsed before the COR+GARD° 501 applicarion can commence, the PERMACAST� mortar shall be neutralized with clean water. The epoxy may be applied to damp surfaces without harmulg the cementitious liner or the epoxy coating. The textured surface of the fresh mortar is designed to create an anchor tooth interlocking bond between the cementitious liner and the epoxy materials MIXING Mix part A with part B. Proportion components into a clean pail and mix for approximately 3 minutes with a jiffy mixer (or equivalent), on a low speed (400-600 ipm) drill until color is a uniform blend. � APPL[CAT[ON The PERMACAST� robotic applicator with its impeller attachments shall be positioned in the center of the structure just below the surface and pumping shall conu»ence. It shall be moved up and down through the vertical axis as the epoxy is sprayed outward. Airless spraying by centrifugal casting avoids air entrapmenf. Multiple passes shall be made until the specified thickness is obtained. If interruptions occur for any reason, application may recommence at any time by just overlapping at the last application point and moving in either direction. Ambient temperatures should be above 40° F. Cold surfaces �vill delay its set time even though cw�ine continues. Applying at temperatures below 40° F is not recommended. Care shall be exercised to ensure 8 lI101'OULII and uniform application at the specified minimum thickness. DES[GN THICKNESS Once the cementitious underlayment has been applied, the COR+GARD° 501 epoxy shall be applied to a minimum thickness of .065 inches to provide a complete and uniform vapor Uarrier against chemical corrosion. The sw-face shall be free of entrapped air bubbles.or holidays. QUALITY ASSURANCE & TESTING All work shall be perfonned by factory certified applicators. Thickness readings may be verified with a wet gage at any random point of the newly coated surface. Any area found to be (ess than the minimum coatine thickness shall immediately receive additional material and be retested. Visual inspection shall verify a smooth, glossy finish. When completely cured, the entire coated interior sliall be tested at tl�e prescribed voltage with a holiday de�ecror for pinholes and voids in the presence of the owner's inspector. Any defects shall be marked and re-coated. SAFETY Persoi�nel entry is not required to apply GOR+GARD- epo�y from the PERMACAST` robotic applicator. If personne] entry is necessary for any reason, OSHA standards for confined space eiltry sl�all be strictly observed. Proper protective clothing and breathing apparatus shall be used to prevent direct contact with the liquid components or epoxy. Manufacturer's material safety data sheets shall be kept on site and the applicator shall ensure familiarization with these information and emergency proced�n�es. WARRANTY and DISCLAI�IER The technical data herein pro�'ided is compiled fiom laburaion specimens in accordance �� ith ASTvI S[andards. Test results Irom specimens made in the field may ��aiy. AI[hough this data is belie�-ed ro be reliable. ,�P:M PERMAFOR\�I makes nu ��an�ant� e�press or implied. and further disclaims anv liabilih as tu [he suitability of this information io a particular end use. This product is intended for use solely by our cenified applicators. 4P!vl PERVIAFOR\'I ��arrants its pruduii to b� I�r�� I� manufacturing defects for one year liom the date ol purchase. ALL OTHER ��':�RR.4\TIES. I\CL�DI\G ��ITHOIT LIMITATIO?� THE �VARRA\TIES OF �IERCH.��T.-1DILITI AND FIT�IESS FOR .4 P.ARTICI,L.-�R PIRPOSE. .-�RE EXCLUDED. In no e�ent ��ill manufacturer be liable lor speiial. incidental or consequentiai damages or personal injun. Our sule oblieaiion and therelom �he sole and �.�clusice r�mc�l� un�er ihi= limited �varranry ��hether in contract, tort. under am ��anan��. in negligence or other�� ise shall be the replacement of nonconfonnin� products at our factory. � Permacast'. Perma(onn`. and Cor—Garil �tre r��_i��ertil uademarks of .�P \•I Pennalurm Juhnstun. I.� =U1 �I �UU-(�h'- G-IGi (F) >I?-276-IZ7� Copvrieht �' 199� PER\1AC.�5T` LS �atent �.-J�2.3�3 forei�sn patents pendine. AP/M Permaform P.O. Bcx 555 • Jonnslor.. IA S��t3� 800-662-6465 '�=�` NA ;--�. ' 1�5C� 515-276-9610 l � 515-2%6-�2'4 FAX �,HAS� ,�� email: infoir�ennafonn.net ��•�v��.permaform.net �O Cop�ri �ht 1997 .AP\d Pennalunn PERMACAST° MS-10,000 MATERIAL SAFEfY DATA SHEE7 ACTION PRODUCTS MARKETING CORP. ISSUED: 1/5I95 P. O. BOX 555 REVISED: Ot/OS/03 JOHNSTON, IA 50131 PAGE 1 of 2 EMERGENCY CONTACT: WILLIAM E. SHOOK TELEPHONE: 515-276-9610 (24 HOURS) A. Chemical Composi(ion: • Poriiand cement • Silica fume • Alkali resislant polypropylene fibers • Vinyl acetate polymers . Free silica B. Physical Data: . Powder mixiure, light gray in color, odorless . Bulk density wilh water 0.4 Ibs/cf C. Fire & Explosion Dala: • Non-combustible D. Reactiviry: • Stable E. Health Ef(ects Data: Product is essentially non-loxic. Use of good industrial hygiene practice is recommended. Do not ingest. Prolonged exposure to dust may cause delayed lung disease (Silicosis). Avoid contact with eyes. May irritate skin wilh prolonged direct contact. F. Personal Protective Equipment; � • Respiratory Proteciion: Respiratory Protection is nol generally required. An approved dust mask (NIOSH � Type TC-2IC-XXX) may be used to prevenl respiretory irrilation if necessary. . Skin Prolection: Impervious rubber gloves are recommended to prevent prolonged or repealed conlact. • Eve Proteclion: Goggles are recommended if airborne dust is crealed. • Other Prolective Clolhina or Equipment: Normal work dothes, lo prevent skin conlact. PERMACAST° MS-10,000 - MATERIAL SAFEfY DATA SHEET PAGE 2 of 2 , G. Spill & Leak Procedures: Normal precautions for "nuisance dust" should be observed. Wasle disposal should be in accordance with existing federal, state antl local environmental regulations. H. Handling & Storage Precautions; Store in a cool, dry area. Excessive moisture or pressures from stacking may cause some consolidation of powder in areas with temperatures exceeding 90 degrees Fahrenheit. I. Shipping Informatio�: DOT non-hazardous. Shipped in 50 or 75 pound plastic lined paper bags. \ Copyriqht�1995. PERMACAST� is a reqislerea Iratlemark al Aclion Producls Marketing Corp. r�-,. o �.�,,� s a`cs ��,^ "`n' 'i9`Ts-�'`�ye°-.�-^ � -tia,`�"` 7tre �c ,;; :� rx-y�, - r Ft - s. � �,� �y�'„�.r^^e�#L �T7�� 4 "g„� £ �ci � - � � ks� . 7 i ,v . �. S�^'�x',..�, � �� Y`' �t� � "��j ��.s�'�' �� :-� � Y: : ; c . ��-�.�.:� ..�: � �� * . ..�� r �,. $�� .... � : . , : � - � Transmittal Fo . : rm Company Name �.��y b� �e,,�o J Date: 7�� Z� Z� �l Address. ��SS C,tZ,��-� 5�.�.�� 1..��_ Company: ��,.�cs�,PST Cify, State, Zip ��, ��,,i l� . °1 �$ oS'� Attention: M.�1��ae� �� t� Phone Number � Z.S ,`�'3v. 12�� From: a � �e •�e erL. Project name: e-%�� ,� . o�. ( . G. �.., - �"i —'� S8'8` Subject: _ Ale_S �� e/t.,��c2,e- We are sending you: Via: �Attached ❑ US Mail ❑ Hand Delivery ❑ Under separate cover �Express Mail ❑ FAX For your: ❑ Records ��Use and information �Approval �,Review and comment ❑ Use and distribution Memo: Signed: �� v ❑ FEDEX ❑ Other � UPS WMARKETING Submittals.doc � JL.,�rL4 L�J�1�C cSh�rs `.�� .• y, ^'r,i�'l} f - --�� f �� i� ��i �` t,�, �- y `��" ��f�(,' r. r? � r i �`�� Y� �f� .�; �� x. �: ' ' Transm�ttal Fo Yl"� � i t A3 f` i.� .. `{ .L �. . � i -ft� v.'4�=..i: �*I�.t�:�!� ., . � 3l� �'�� f � +,K9 Jt � .�. �6 �':� .. . � 1 . . .�: .. . • r-m � Company Name �.��.{ b� `6��,,�e� Date: _ 7��t ZS Zc� �� , Address �.� � � �.��:�� ..,_�� 1,.�•.�_ Company: ��o.�c.._�s-� City, State, Zip ��'�, a � A . °� � o S `� Attention: _ ►�' \ `�� ,`1 '� f,, .- �� Phone Number � � ZS , `�'3�, � 2�� From: �.M �`, ��e,� �2 Projecf name: �--1�1��> � ,�Z�,��, Sub'ect: �c ��.eS L dZ,:�kR� � � � � —'3 S��`, J � \� �l�. aCQZ � C2 We are sending you: Via: For your: ❑ Records �!�`,��Use and information �Approval �Review and comment ❑ Use and distribution ❑ Under separate cover ��Express Mail � FAX Memo: . � . Signed: r � `..�;�1�.�,� � �Attached ❑ US Mail ❑ Hand Delivery ❑ FEDEX ❑ UPS ❑ Other _ WMAIZKETING - Submittals.doc � � � C "We've lined a lot of sanitary sewers in Asheville recently using different technologies, and I have become a fan of Ultraliner. It's less expensive than the other processes, it goes in faster and easier, there's no field chemistry or manu- facturing, and the finished product looks great. IYs smooth, fits tight, and doem't have wrinkles. In fact, we've never had to reject an Ultraliner installation. I can't say that about anv other lining process. I plan to use it a lot in the future." ,.� :� �: �.� ^ � � �� I ._. � ;_��;. 1 l g__ �. �.�.__ _ --�.� � ' � `� t _ �` � � �: I'i��cl:�� ... , _�,. ��.r.:��.,�:�:��.;nl,��l�� ]nstallationdoesnotdosestreei, I'i��u:�,� �.r�.��,��.:t�, ��i�tl� � I ==��I - �� '"�• . �- � � I w � �• 201 SNOW STREET, P.O. DRAWER 3630, OXFORD, AL 36203 • TELEPHONE: 256-831-5515 • FAX: 256-831-5575 Website: www.ultraliner.com • E-mail: info@ultraliner.com Blake Bridwell, Project Manager, MSD, Buncombe County (Asheville), NC � N N BETTER MOUSETRAPS Employees of Engineered Lining Systems prepare to inflate the PVC alloy pipe liner using a sewer plug. "Ultraliner lined the complete culvert and made a substantial improvement. Before the repair, I had a skeleton of a corrugated metal pipe that was showing me ribs. The demo proved the product's worth to our department." Rick Carper � ■ � PRODUCT: PVC alloy fold-and-for-m piping system APPLICATION: Relining stoim and sanitary sewer pipes BENEFITS: Unifor-m wall thickness, fast installation, cost effediveness USER: Atlantic Beach (Fla.) Public Works Department MANUFACTURER: Ultraliner Inc. Oxford, Ala. WEB SITE: ,. ,, _. _ J��,e�-�om A thermoforming PVC alloy pipe enables a Florida utility to reline a culvert scheduled for open-cut repair, save money and reduce disruption By Scottie Dayton oiu� rrpair crc��s Irum tl�e :�tlantic Bcach (Fla.l Nublic ��"orks Departmcnt had made se��eral repairs to d�c road and inlets ai either end of .3 3U-F�xrt-loi�g clliptical culcert in a residential area. The deparhnent ccas concernrd that the cuhert could collapse «�itl� tl�e next big risnstc,rn,. Tlie dh had obtaiued a quotc frum its point rr��air conu�actor Cur rrplacing the �5-ccai�-old. I H- bc YSI- incli elliptical metal pipe cuhcrt b�� pcn-cutting thc road. Inu public 1�•��rkti diree�or Rick (:arperticantecj iu tcst a trenchless solutic�n. Ste� e Bagb� of S 13agbc and C�nnpam-in fackson�-ille l3rach put a. _ -� � t�"�� ,. _ ��•� _ �,;`.�: ` , �`�. ��.-� � � Carprr in tuuch ��ith Gai1� Pcnder, �icc pri•sident of Engineered Lining S�:�tem, Inc. (ELS) in�acksc>mille. [3agb�� had seen the results ELS achie�r�d reli�iin�; stonu cli�ains using a ciistom P�'C <ill<n� fold- and-furm piping sy�stem manufao- tured b�� L�Ih-alincr Inc. iu O�ford, :11a. (:arper in��iled Pender to ciemonshate thr pr��ces, ��n d�e dani.��t�d cuhcrt. Master mold .1 E�ublic �corks cre�c cleaned ttic lin��, �uid the F.I S tPam intipected it. "-1 he cul�ert l��tu hea�ih- corroded ��ith breached juints," sa�_s Pender. "'l�here �cere se��c�al places d�ree �o fow feet lo��g aud inches �cide ��I�crc corruga[ed pipe ��as missin�... ELS engineers cletermiued that a`'-1-inch Clhaliner �ci[h a standard 3/-4-inch �l�ick �rall �cuuld �cork. Thr fac�o»-pr��duccd liner �uri�ed ti�lcl�•d likr an "F�.. I�ing un its side �u�d �r��2pp�•d arouncl a tc��oden sE�uoL .� hoom liftcd Ihe spool inu� a hotbo� �chcrc sii•am f�rnm a b��ilcr n-uck at `�RO dcnrres h��atcd ihe ma[crial tintil it ��'.is pliable en��ugh to be pulled. The head of die lincr �cas tapered, ai�d t�co opp<�si�ig hules were d�en drilled lY incheti in from the edge. "�1'c ted a chain throuah die holes. liooked it t�� a 3/R-indi cable, and inserted the liner �hrough a brick catch basin," M ��1�'�hw r: -•�• �� , j � �F I {'.,�. _�� \. 1.��+,��iP .- _ _. ,� _ _ ;: �a �, ` . �F'� %�.4 - �� _ �F��\ � * . c+ � , i :� � \"; � � �:r. ' � The downstream end of the 18-inch- tall by 29-inch-wide corrugated pipe is shown before repair. A winch has pulled the folded liner through the culvert.The upstream end protrudes beyond the brick catch basin so that a sewer plug can be inserted. � T_ ,� �4 , // " � '' i /. ' +. ;,: , .'" . F, � � , , �' I� E '� � � f'' �i � � � p �i I � I ' •a i ' - . i The factory-produced Ultraliner material arrived folded like an "H" and wrapped around a wooden spool. ,ac, P��nd��r. Th�• :;U-um h�clr:uilic �cincl� acr�i,s the sui•ct pnllcd thc liner thr��ugh the cuh�ert in les. than 9U seconds. .1 Il�nc-throti�li se�cer ��lii� fi�on� Nlu� 1� Products sealed thc upsu�cam end, allo�cing a hosc ro introduce steam that heated the allo�� and prc�•ciitcd pc�st-inst.illa- �ion lon�;itudmal shrinkage. Once the do�cnstream end ��as phi�ged. the �eam increased thc boiler pres- siu�c to 1H psi ro infl�ue the liner. Letting off steam Once ihr liner finmed to thc ��ipe, thc pre�ssiu-c ��as reduc��d te> I`� psi w h�>Id it in place as an aftcr- co�>ler ble�� in `�(I-clegree .�ir. "titi'e monitor the tempera- tur�� at the exhaust end," sacs Pender. "Once it dr��ps bc�l�n�� 100 de};rccs. �ce Itu'n off tlte pressw��• because tlic lincr is hard enough n��t to c��llapse. The procexs is �t�i� fast." I)rpending �in d�e diame- ter .ind length �>f the pipe. linrrs cw-e iu onc to hco-.u�d- .i-half hours. ]f a mistake nccurs, the liner can he rchcated. ezn acted, and r��inserted. Engineers, projc�ct managers. and designci� from .ltlantic Bcacli :uid )acksoncille Beach public �cor�s de��artmei�Ls ��bsei�-ed Ihe dcmonsuation. "Ulu�alincr line�d the complete culcert and made a substantial i�upro��emrnL�� sacs Carper. "Before the repair. I had a skele�on of a corru�ated metal pipe that �sas sho�cing mc rihs. [�hr demo pru��ed the product'� �cur�h to our dcpartn�ent." ♦ '� Plug-It Products 800/575-8448 www.plugitproducu.com Ultraliner Inc. 256/831-5515 www.ultraliner.com �O 2008, COLE Publishing Inc. Reprinted with permission from M U N I C I P A L 1 � April 2008 COLE Publishing 1720 Maple Lake Dam Rd. P.O. Box 220 Three Lakes, WI 54562 800-257-7222 www.mswmag.com N � 5:1 L 7�� ; � Eti 1�_ (� I�l� l. t� �1� :1 H Rehab Solution Under SLC Air ort M��st airports whirh e�pericnrc frcezing p ��eather u�e an ethylene �hcol spra� to dc-ire aircraft. The� also ha�e a s��stem to collect and reco��er the w�aste el��col. Salt Lake Cit� Internati�inal Airpon u�es � seric� uf Je-icing pad� ��hich are located along the :iirpc�n ta�i��ays. Channels in the general :niation de-icing pad direct w:�ste gl�col and meltcd ice and snoH ro a catch ba�in anJ into � li-�»�h diameter con�rete pipeline �+hich emptiea inta a cenual vault. 1��hen the �ault iti full, the ��astc >olution i. pumped imo a truck and trans- ported to � el��col rern4�ery plant N�hich �ep�rates the ch�col for reuse, and alloN. th� gl�col-free �+ater io be rcleased intn the cih''s se��er s�stem. The �castc glyrol reco�er� s,tem is ven expznsi�e tu operate, so �+hen groundNater be�an io intiltratc the piping s�,tem, th� inrrensed transpurtation and separatie�n cutit> were yuickh� noticed. R<�h�n 1�1arkham. praject cngineer. Salt Lake Cit� Department o1 Airport+. had hrrn �rerifti ing HDPE sliplining to +eal th� _�round��ater ou� of the 1$-inch tr.��it�. lines, but thi� pr�x•ess reyuired pits tu be du,_ on the airtield. ?he pits created operati��n;�l pr��blem� and safety hazurdc during the t�� +eeks it lu��k to sliplinc each pi�line tir. tion. 111arkham tregan to tiearch for :� linin�� procesti which �could not reyuire diggin��. and di.ri��ered Ultraliner PVC .411n� Pipeliner. He decided Io use the pror�� on tH�o 01 the gl�-col reco��en� lines. Onr line �ras I51-feet lung und the other ��:�� 166 feet. Ultraliner is maJe of a special PVC Allo}� �chich gi�es the t7nished pi� it� uniyue rharacleri>tirs. The pipeliner is fl�ttened durim� the manutacturing process to reduce its cru,.-sectional area �o it can he pulled Ihroueh � hust pipe eatiil�. Once the pi� has been pro�xrl� placed in the pipeline, i[ iti heatcd to a pre��ritkd temperature. Then. air pre��ure expands the liner and presses it tighllq againsl the �tiall of lhe host pipe. The pi� i� then cooled. When the ends are trimmeJ oft�. the rehabilitated pipe can lx returneJ tu srn ire. �'hile urdinan thermoplastics ha�e a .'memur�" �+hich cauties them to "creep„ bark tu�+;�rd their oririnal manufacwred size and tihare. Ultraliner's special com- puund an�l "blo��-mold" in�tallation prcxe�s alluN, itti "mCmon''� to be reset to it, nCw. e�p�nded shape anJ size. As a result. once th� liner has been installed. it a-ill not shrink a��a� fmm the host pi�x. In additiun tu itti hi��h degree of dimen- si<mal ctabilit�. thc finished pipeliner ha� in�ir�ndcnt �tructural integrity, high impact rTEe a so�s i�� ' � �ti�cse o�vicron i- -� - �~ � . � � � � l,� 1ti ��i.. Iri,il! fi�i �� , ,i, . r. � �� .. �i(ir ,,, �,,,,,.�, ;�rr�r„in,,,.,,�r:�,,,�in�,�,nd�r,�nrNru �,<� <<�„� �ir.�,nt��. ;lfiJdlr: .4jirr rh�� rer! rrailer hud !u•en heurrA �� u prr. srrihed �empernnue. rhe liner ��nuld br unmllrJ rasrh�. Bafoue: 7hr /InL fle.rihle C`lrrallner Pl�( AUnc Pipvlinrr rasih� rtrgatitnvd 1hr �reln runr d�nni,;H thr ��trh f��in ,nr„ Ine p�pr. strength and the abilit} to relie�e high le�els of stress �cithout �tructurally compromising the material. Installation process V,�l Kntter. ow ner of Val Kotter & Sons Inc.. Brigham Cii��, l`T. the Ultraliner installer rontrarted to rehahilitate the ttio lines, expl�ined the installation process. A boiler [ruck and a special trailer for the Ultraliner PVC Allo� Pipeliner reel were �ositioned at one end of the pipeline. and a �onstant-pretisure Hinch uas ai the other. While the pipcline H�ati being cicaned and teleci�ed, a steam line uas connected between the boiler truck and reel trailer to heat the liner and cause it to be ��er� flexible. V�'hen the liner reached a prescribed tem- pera�ure, a hole Nas drilled through the end of the Flattened liner so il c�iuld be connect- ed to the winch line. At that ��im. the liner was pulled through the hotit pipe by the N inch and allo�aed to pruwdr a few fret on both end�. Both cnJ, of the liner were opened b� hand. and intlatablc, tlow-through plugs �cere insened. The plugs are speciallt desi�ned so the�� can withstand the heat and lu�� air pressure during processing. The plugs also caused the ends of the Iiner to tlare slightly at the ends of the pipeline. thus �raling the liner ta the pi�. Steam uas passed through the liner to raise it to the prescribed tem�rature before �ressurized air �.�;is introduced to expand the liner and pres� it tightly against the host pipe. The combination oC specified temper- atures, air prestiure and the speci�l allo� material, mold� the liner to the sha� of the ho�l pipe and resets it� memory so it will perm�nently huld it� nek �ha�. The tight fit and mulded shape mechanically "Icxk'. the liner in the host pi� so it cannot mo�e. Special challenges The catrh ba.im aI the rndc of the pipe sec- tiom were �m�ller than normal manholes. co access to the I S-inch pipes was �ery limited. "�'1'e felt we could line M>th pipeline, in one da�, hut since acces� uas so limited. ue Jecided tu allocate a day for each pipe." Kotter said. "Howe�er. ihe alloy liner is so tlexible, w�e were ahle to go through the catch basins imo the pipe tiith no problem." A leaking jc�in� was diticovered ne:u the end of one of the pipes, so it aas pressure- sealed u ith 3M chemical grout txfore the lining hegan. Speci:�l care ako had ti� � taken becau>e the [axiwayt remained open d�ring the installatinn procesti. The ambient temperawre on the airfield also pre5ented a tem�rary challenge. The temperature of the ambient air coming out of the air compretisur was 120 degrees and it wati necessar� [o lower the temptraWre inside the liner after installation Io a mini- mum of 80 degreet to ensure that it� memo- r�� H�ould be reset t� its new form. In addition to the nornial training Kotter :�nd his creu recei�ed at Ultraliner headyuar- terti in Oxford. AL, t��o Ultr�liner field sen�- ice representati��es flew to S�h Lake Cit�� to be pre�ent in case the� were neecled during the intitallation. "As it turned out. we realh �veredt needed." �aid Sam 1�1cLean. field senice manaeer. Ultralinec "Kutter'ti wa� the most w�ell-prepared, w�ell-cupen�i�d and well-moti��at�d �rew that 1 ha�•e worked ti�ith. Their professionali�m is outstanJing." "If you ha�'e the rigM eyuipment, and }ou're properl� trained. Ultraliner is an eas prcicess," Kotter sa� s. "1 ha�e good men who work with me. and we tdke a lot of pnde in Keprin�rd From Rchrbiliwtion Technolug� • uuw.under�rounJcunstrurtionunline.cum No�em�r 21N11 �� Ultr pull� 7 ex Th perrna� N'Il'Jl N�l' di�. 4�'c werc rcaJy fi�r Sam anJ hi. a.�i�t.�nt. Chri., whcn thc� got here." Results :�fter thr insiallation pnkess Na. cumpleted on tx�th �i�xti, the� werc in.�xcted u�in�� a nnln;� ,��nli��ll��1 �\ i�nit�� ..n�i ihc liit�i� I<wked perfect from one catch ha,in tu the n�xt. '7ust a perfect pipe �cithoul am joint.." he said. Markham a�ree� that the linen lcxikeJ Fxrl�cL but the final rewlts will not tx knoun until this uinter when the s�stem i� r,�li�, „n: ��.�r�,,e �l I�ur�n_� Ihe .ummer .eu- son, rlc��eJ gates prevem water from enter- ing the �torage �ault. "1 e�pect i� to aork perfecth," �1arkham says. "Ri�ht no�i, 1 knoH that it went in yuirkly and no pits were dug. That'ti a signifirant tknetit to any air�„n . Ultraliner Pb'C Alloy PipelinerTM has unique properties with suffident material stiffness to provide full independent strurtural integrity when installed in 4"-24" pipelines. Ultraliner is a tough, tight-fitting liner which has extremely high impact strength, a high degree Qf dimensional stability, exceptional abrasion and chemica! resistance, and the essential ability to relieve high levels of stress without structurally compro- mising the material. Ultraliner conforms to the shape of existing pipelines, including size transitions, bends, offset joints, dips, and other irregularities. It even conforms to corrugated pipe. Ultraliner seals against infiltration, e�cfiltration, or root intrusion with a jointless, smooth PVC Alloy Pipeliner. 201 SNOW STREET, P.O. DRAWER 3630. OXFORD, AL 36203 • TELEPHONE: 256-831-5515 • FAX: 256-831-5575 Website: www.ultraliner.com • E-mail: info@ultraliner.com krpnnlrJ Fruin Krhah,ilil.�nim lcchnol��c� • ��:��.unJ�•r��n,unJ:un.Iruiwmonlmr..nm tiocemFrer 21MI1 I }uu cio an� digg.in� ,u��un�l � � � Vernal, IJT. ��ou may turn uFi <� ' i' , din�saur hone or iwo. This area ��f �� R • � •. ,,,,�;"'"' r;. •�LYr northeast Utah is popular w�ith f y .� = �.. ,., ��` � ^. � , :. ;+�' � �, palcontologists who come hcre for ,t �.'" �,� '�T. 'y �� ' a` .'. , �- ! + -��i�: , �'.._ .. ,.a ►-.i�,`��k • �' � _ _ _ - � ��rcheological excavatiuns. Vernal alsu � f *: , '• - ��,, ti-+ e,,,,, _ attracts thousands of tourists who comr � 4 �'� �� ^�'i� `� .� � ` �� _ to visit the nearby Dinosaur Natiunal �gFr ,` � _ � , Monument and en'oy world-class fh� �' ��'^'�' �� • � +� - . J � ,,,�� fishin�� for trout. � ' � _ � �.', 1_ Public works ofl�icials in Vernal recent- � n,x �; ,�",'„N �_�� ° , tf�..,� =- I� faced a �ifferent kind of digging �rcij- --� � - ` ='+�"'t'' �-'� � �" _ ' . , ect. An extensi�e examination of the . r': •- �►� �,, city's sewerti re�ealed clay pipes that �.. �' Dinosaurs� '.t�`�' were crackcd and hroken. There wer� � als�i missing picccti of ripe and mi�- i-,, , • • '"` aligned joints. � �'� F'sh�ng Initialh, local Public w�orks official� �� +Ju -•. � - considered a massi�•e dig-and-replac�� .r',�`::. , . ,-- " E�roject. Howe��er, after cost anah�sis, thr -,�-;. & Sewer � idea of excavating �nd re�lacing thr ?�� pipes lost its appcal. . ..71�e higgest �cirtion of the sewer lin�� ~' Rehab � � "��'� necding repair ti�ere undcr citv strccts � �� hich had hcrn r�crnth rehuilt." � � T �. r��laincd Daren Anderson. P.E.. ��f �'. � II�I VG�I�C1�� U 1 �� ^ �. � neineering Scrvices Inc. "As we starte� � �utting cosls tcigrthcr for sewer replace- � � . � ' -� . f'� m��nt. it was ap�arent that we woulel hr ' � hcttcr uff using a trenchless technolog�." - � -�. .-�` Vernal's sewer s�stem consists of ?�. 11I. l' ' 12 and l.>-inch diameter pipes, mustl� � cla�, installed ahout 3O years agu. Morr ="�- µ.- th<tn 2f;.(XX) feet ot se��er pipe H�ere i�ien- � -�- - I �.: fis�� ,a tifi�d as "high priorit� " for repair. �� +, 47 �R � � 1 `t . 'i Choices � �" . � : Fi�l�l�'ICLi l' : ,� t, , "I had re�i�i sturies ahout trenchless �ipe �,-' ,� � �' rrhah. hu[ I didn�t knoN the specifics _ '' �' UTilH'S DInOSAUR ' � abciut the various technologies" said ,;,' U1MD Mike Da��is, water an� wasteH�ater �,' � superintrndent for the cih• of VernaL _ "Daren (Andrrsun) and 1 gathered a lut of information bci�orc we put it ciut tu ��, � ,'� �� ,, hid. Wr tried to write our specs so all th�� _ �� trenchless companies would ha��e an �` q, • ' ryual oppurtunity." ,':' f' �,� Davis said a"largc numher" of com��i- I� �"� ��' � nies bid on the pr<iject. 7�he low biddcr �� w�is Val Kotter and Sons of Brigham � � � � `, ( it}. UT. Althc�ugh Kcnter won the job . hascd on cost -$fit;5,000 - there were sev- �� -- cral other significant benefits in choos- � �, ,� ing Kotter for the job. �� -'� �, ..�L'e had worked with Val on othcr � '; }'• j�rujects and we wcre comfortable w�ith � ' . = � ,- ' � hi� capahilities." said Anderson. "W� �� •�. ,�,,� �;� � ndcrstood he was relativel�� new in the '��Lr .. u�iness of lining sewers, but we felt that .� t;..,a' • 5"` .-R , . �'�� rcau�e he was in-state and hecause h� -- ""` '"' �t� tr� '� � � :�� -'�f.^.��'~- �•Y• ��a� sumeone we had used before. Hc could work throueh any prohlems wr Above: Vemol, UT, is known for its obundance of dinosour bones and fly fishing. Recentfy, the mighl f<ice." city aJso controded ior a major rrenchless rehabilitofion project. Leff Va; kc�lf�� n�,cf $.� _,�l �,,.�i:an• [r�� L�T us�C U�R,v �n��r __• t��s p�a�ecl herat,sP o� �is eaSP c? �"cfJlb��On Ir orn�es on sr�e lolded and roNed on spools Cenlec The Ulnalmer pipe �s sieom heo�ed to moke ir more flexible �hen pufled �hrough the damaged pipe. Right Russell Peorson, assistoM ciy administrafor oi Vernal, UT, was ��a � � �� piensed wirh !��r lr�!�r:! p�;,A nPn,-hlPss �echn:que ��sed in Ihe cih� s sewer rehabifrtotion program Expanding Business �:il k��nrr'� �.��,�rirncr ��th irrnch- Irs� trrhniik�� zur� h.�ck Irsti than twu �ears ah�n hr brcamc an authurizcd instaUrr of Ultralinrr. "VVc wcrc in s�wrr w�ork anJ h<+�1 heard a lut aFxiut ri�r lining." tiaid KoU�r, who has he�n in husiness ft�r I!+ vears. "N'c urrc appmached h�� Ultralincr tu hc: an installrr in l�tah and southern Idaho. I th��u�:ht ah<wt it long and hard. lt lookcd likc a giK�d pr�xrss. I ha� txrn arc�und o�hrr municiralitics that ha� thc curr�i-in- �I��c� mrthucl�, hut Ultr�lincr was a lut yuickrr procc�.. It'� tiimpl�r an� r.isier tc� install." Kottrr .ils�� wa. im�r�ssed h�� the yualit� of the �rcxlurt. ..Thr ri��e is madr at thc facton•. nol in lhr grcwnd:' he nulrJ. "I didn't want to mix chemical� ancl .+II th�it. r�n�1 ��n thr rarc chanc� s��mcthins� might gc, arong. you sim�l� hrat Ihr pi�r. �ull it hack ��ut and a�� il a�;ain. It's �cry forei�•ing... Kotter tiaid hc m.idc an imrstmrnt <i( ahoul $SINI,INNI lu �UrChak �hc cyuipmcnt necessary for pi�xliner installation. V4`as it a good in��c�t- mcnt'! "Last vear (lltralinrr was ahuut half of m�• husinrss, an� w-r'rc d��in� murr Ultralincr wcirk all thr timr. N'r ar� far ahcad uf ahrrr I th��ught uc aould be aftrr just �H�u �ears wi�h thr pnxiuct:' �aid Kou�r. `Ihr enFinrers anJ ruhlic works ��f(icials in Vcrnal are ccrtainh ranJi- J.�tc� fur rc�xat husinrs� h.�scJ un thrir first cxprrirncc with fulJ anJ f��rm �i�x. "W'�'rr �cr� plrasrJ with it:' said Daren And�ruin. runsultink cngi- n�cr for �'rrn.il, 117'. � I).i�i. .inJ ;\nil�r��in altiu H�I'e imrrr..rcl that Kcittrr u�r� l�Itr�ilin�r 1i�r sr��rr rrhahilit.itiiin �rc�jrcts. t'ltralinrr i, :i P�'(' all�� iirr linrr. "N`i1h P\'(' wc fell ��r H�wl�ln'I Ieise fli�N ra��.icil) hcrausr ��r wrrc rcJurin� Ihc frictiim a�rffirirnt." And�rum errl:iinc�l. "An� thr slrrnCth ��f lhr f'�'(' malrrial ��as mi�rr than a�l�c{ut�tr. Il's �1�sikn��1 lu I��l iil �t'.15t 51) �'�';�f�. W'� w�CfC cull��inCCl� lfl.fl thr l�Itralincr rr��clucl wuul�l hr .�, tuii�. an�l 4�rrhaE�� hrttrr �han in,IallinL nrw I'�'(' �r��rr ��ir�r. ��i�rn th:�t ��r ili�tn�l h:i�r lu �ii�... Making the repair tir��rr n�h;ihililaUun �n��it. r.in rr��;itr luci�tical nichlmarc. ti�r rit� ��fFirial,. �Ilir hi�gr�t runcrrn i. uw.ilh �ii,rurli�m uf �rhicular lraffir an� ,rHer ��nirr.;1. it turnr�l ciul.Iraf(ic an� ��a�truatrr flu�� wcrr unimrr�lr�. ..Wr �i�n't inlrrru�t Uaffir Il�r�rti, uur ru,��. wrr� nut Jam.��r�. an�l �cc diJn't h��rr Iu �+�irn .�h�iut hrcakin� walrr maim i�r i�thcr unJrr�.rciun�l utilitic�" �ai�1 Da�i�. "It wa� just thr ultimatr �•.�� ln t!u,.. I�hr l'I�r.ilin�r Irrnrhlrss mc�h��d r�yuir�s iml) twu Iru�k�, a timall w�irk crcw an�l rauscs vrn littlr tr:�ffic �iisrur- tiun. In m�+.1 ra.�ti. �ml� .� ,ins;lr lanr ��f tral�lic w,is M�xkr�l f��r _� tu -t h��urs.'ITic tll�ralinrr PV(' allrn �,irr arrivrti fi�I�rJ ttn� rullrcl un s�xx�l.. 7hr ri� i� til�ant hratc� t�� m.ikr it nu�rr Ilrxihle. Ihrn rullr�l thn,ukh thr J.�maerJ linr. 'lhc fol�ir�i E�i��r hati .i slirk �urfacr anJ uffrr� hi�;h t�hrasirnt rrsis�anrr. w it can rasil� hc pullrJ lhrciu�:h ti�+ht Fxntlti, ulfsrl j�iintti ��r chaners in rlc�.iti�m. Oncr in rlacr. rach rnd ��f thr linr iti �lu�!gcd an�l lhe r�r�• �, �s�andctl wilh x[�.�m rrrssurc. Ati thr (�i�� cYpan�s it rutihr. uu��ard tmJ cuntc�un tt� Ih� sh�� i�( lhc hc�sl rirr. mrrhanirall� I�kkinc thr linrr in ,`� � � ??, : 7� ��larr. �I'hrrc is nu �,c�,t-install.iti�m tihrinka�r s�� thr P�'[' lincr rrmain. ti�htl� in �lacr I��r as lunti a. il i, in .rn icr. Ua�is nulccl that morr than 31N► homrs :�ncl husinr�srti ��r� rrconnrctc� tu th� �c�srr linrs h� a r��hutic 4uttcr �iurinR thr cuurs� ii( thc rr<�jrrt. "f=c�r thc amuunt uf ri�r wr rrlincJ ac had vcr�. vcr� liulr cust��mrr inrun�enirncc." F2ussrll I'rarti�m. thc assi�tanl rit� aclmini�tr:it��r in Vernal. said Ki�urr :m.l S��m �i� a LCN� juh ��f �lannin� ;in�i � i,rrr�+ring li�r Ih� �rc�jrrt. "(>n� thin� th.it nall� hcl�x�i wa. ili,�i Val R��llrr tlislributr�l flicr� t�� thc r��m- munih r��laining th� pr�ijrrt." ,ai�l I'�:irxon. "N�c�rl� r��cnunr knc�ti what w;is ha�i�+cning �ind thr� rlannccl thr ��c�rk Jurin� titnc� c,t lu�� sr��rr usr."I�hr im�.�ct un thr curnmunit� wa, c�rtainl� Irs� than it ��ulc� ha�r hrrn t��r a �iiL- an�l-rr��larr rrujrrl." (�hr inilial �hasr uf ih� �rujrcl imuhrJ'ti,(�(Nl f��I c�f �+. I11 anci 1'-inch ri�,r. "Ilic} m.i�r 77 srraratr installatium a�rra�ing ah��ut 3711 f��t ��r imt.�ll.�licm. S��mr in�tallati��n. ��crr ur t�� 71N1 fcrt in Irngth. lhr initial Eih:isr Hrnt su w�ll I:inJ rru�r� �i� affordahlc I. thal thr cil� is�ttcd an add-cm ��rdcr fi�r I?.INI(1 fict i�f �c�er rr�iair at .� �iisl uf $1.1►1 Z.-lIK). ..It ��as.i w��ndrrful �rujrct,"sai�i 11ikc I).i�iti, watcr and wastr�catrr.u�urin�rn- ��nl I��r thc cit� uf Vrrnal. "V:il K�,ttrr �in�l S�ms w��rc �xtrcmcl�' pmfcc,iunal. llir� �iJ a crra� j�,h fi�r us... Vcrnal's r�hahilitatr�J scHrrs arr nu�� IinrJ tiith ciurahlr PV(' ;illi» �i�r Ih��t cnhanrr Iluw ca�arilt� an� �eal� thr E�i�� tc� c�mU<�I infiltratiun and rxliltr.nn,n 71�c H��rk als�� Has cumplrtcd on �chc�l � ulr, makin�, a cican swcc� i�f cusl�mici �;llttifarli�m �ninl�. www.ultraliner.com Elmendorf Air Force �enchiess Technolo Pro'ect 9Y J by Hazim K. Yunis, P.E. Hcr�im Yutis rs a Civil En,�ineer with the _�rd Crvil E�r�ineer Syundmn a1 Eln:endorj'AFB, Aluska. He hold.s a B.S. degme in Civi! E�t�ineeri�t,q from the Unlversif�� of North Carn(inu at Clrarlolle. The Elmendorf AFB infrastructure is a mature system. Water, sewer and storm sys- tems are up to 50 years old. Today the materi- als are hazardous, failing and undersized. Further, these systems are buried out of sight and therefore, out of mind until they cause problems. These systems are usually under husy streets so when they fail or have to be replaced, everyone is affected. The major impact on the mission: traffic and people. The �i�� frost line in Alaska presents challenges ordinarily found in the "lower 48." Frost line� extend 8-10 feet, requiring sewer and water lines be kept at a depth of more than 10 feet. When using the conventional trenching method to replace lines, the width of the trench must be �vider than 30 feet to compl�� with Occupational Safety and Healtl� Administration (OSHA) standards. This hu�;�� trench sometimes looks like a war zone and i� an inconvenience to base p��rtic�nn�l, t��p��ci.�l- ly in family housing areas. Trenchless technologies minimi�� e��r�� and inconvenience. It refers to a family ��i methods, materials and eyuipment that i� used for installation of new, replacement nr rehabilitaHon of existing underground infr�3- structure with minimal disruption to surface traffic, business and other activities. Last sum- m��r, Elmendorf used "Fold ��nd Fc�rm nology." ld and Form method refers to PVC mate- rials which have been deformed from a circu- lar shape, i.e. folded while inserting to yield a small cross-section that can be easily fed into Base, Alaska an existing sewer. The Fold and Form process uti- lizes extruded Polyvinyl Chloride (PVC) Alloy pipe as it is pulled into the existing pipe. The pipe is fed from a spaol into an existing pipe where steam is applied until the liner reaches its temperature for rounding and blow molding. After forming, the installed liner is cooled and then service laterals are opened by means of a television camera and remote control cutting device. A project consisting of 6,h00 Ultraliner PVC Alloy pipeliner being positioned over the manhole where it will be inserted through the existing pipe. linear feet of 8-inch, 10-inch, 12-inch, and 18-inch sewer pipes was programmed to be replaced in a family housing area on base. The original project was to excavate and replace the lines for the cost of $1,000,000. Different trenchless options, including the Fold and Form and the Cured-in- Place liner method, were considered. The Fold and Form method was selected to do the job because of the low cost ($560,000) and fast instal- lation process. Ultraliner, Inc. was selected to provide and process the pipeliner. The Ultraliner product is made of a durable PVC Alloy that is �oiled in continuous lengths. Ultraliner, Inc., with the support of DuPont and Vista Chemical, engaged in a three-year product research and development process before going to market. The outcome was a PVC Alloy that is superior to other liners of its class. The Fold and Form process starts with cleaning and video taping the host pipe, inserting the pipeliner through a manhole by means of pulling from the downstream manhole and plugging both ends. Through the use of steam and pres- sure the Ultraliner expands against the wall of the host pipe and forms to the joints with dim- ples at the service. While maintaining the pres- sure, the steam is discontinued and cool air is injected to reduce the temperature. When the formed pipe is cool enough, existing active ser- vice lines are restored without excavatian. This is accomplished from inside the pipe with a televi- sion camera and remote cutting device. Shrinkage and creep of Ultraliner PVC Alloy Pipeliner is non-existent. After heating and stretching, the liner material lends itself to biaxi- ally reorienting the PVC molecules. This allows the material to assume the new shape as its processed memory. Why should anyone consider the use of trench- less pipeline renewal? There are a variety of rea- sons for selecting this methodology over tradi- tional dig-it-up and replace-it methadti. Avoiding disruption to surface activities and / c�r adjacent utilities is the "�rrost ca►inion" select� criteria. Other significant factors are cost and length of time required for the construction phase of the project. Most trenchless solutions can be impl�- mented more expediently than traditional con- struction techniyues and minimize risk to the public during the construction process. An addi- tional factor is the anticipated yuality of the new installed piping system. For trenchless technologies, there is minimal movement and disruption of existin� piping and in situ soil materials. With this minimal impact on the m�terials surrounding the piping system, there is a greater degree of quality control for the overall project than is available for the digging option. There are a variety of viable trenchless tech- nologies available as alternates to dig and replace or conventional pipeline renewal mt� - ods. It is incumbent upon the designer tc� tl� oughly evaluate and confirm the claims made b�� the provider of these technologies and assure that a long-lasting installation of predetermined duration is provided and premature failure is avoided. Key steps in this evaluation include confirmation that the failure criteria developed for independent testing relates to the failure cri- teria to be applied to the field installation. The analysis should contrast comparative estimates for various construction methods. If these steps are followed carefully, then a long lasting and reliable installation can be provided by an expe- rienced yuality-minded installer. For more information on Ultraliner PVC Alloy Pipeliner, contact: P.O. Drawer 3630 �xford, Alabama 36203 Phone 256.831.5515 Fax: 256.831-5575 www.ultraliner.com � � :. T 4 '' t"� y� �y� " . s _ . � :> � `t � 'n 1 t i rt. v Y r�� r i . i �� ;$'' > i �:��Y � �S� ��t z£�-� ��_ ��}�� ti � � �, � � Transmittal F �. �. _w.,.. .�.�. �a., � o rm ..� �..� ..� , � ... ..,..: �., ; Company Name �.��y b� ��,,�o� Date: �� ZS Zc� �l Address �.�'� � �.ti:�� 5�...�.��, ll.� -4 �t_ Company: ��, ��5-� City, Stafe, Zip ��, a�.,., a.. ��$ o S�` Attention: C`�,��, �,`� �� ,.- �� Phone Number � �.S , `�-3�_ "� Z�� From: G.� � �l� ,��r�� Project name: �-�'�t��> �� ,�Z ;�� ',' ``' '- �-� _� Sg�` Sub'ect: ,}�•�,-C C , � C � 1 e� � �c��. l��Ps We are sending you: Via: For your: ❑ Records �1�",�—(.Ise and information ,� =-Approval �Review and comment ❑ Use and distribufion ❑ Under separate cover ��Express Mail ❑ FAX ❑ FEDEX ❑ UPS ❑ Other Memo: �� ; Signed: � � 4�.,�s-... � � WMARKETING �Attached ❑ US Mail ❑ Hand Delivery Submittals.doc m , , �-� .. r CERTIFIC ATION OF P ERMACA ST TRAINING THIS CER7�I FIES THA��I� Suncoast Environmental Northwest, Inc OF TNE STA fF UF WASHINGTON HAS Sll(:('(�.�SFULLY COMPLE�fE:I) fl If: N�CESSARY TRAININ(; I U INSTALL PERMACAS f N1URTqRS AND COR+GARD [:PUXIf:S. TRAINING OCCUkKt�.f) t.1NpER DIRECTION OF� KI:I fH R. WALKER �"""� ��!/� KFrI'Fi R. wni.K[�:rc c;�'rvrRn�. n�nNnc,i:it ni�iM Pl:f<MAI UItM Social security number or Employer idsrtification number � 1 � i � � � `xl � � 1 C`artificafiinn C � Form jRev. October 200� �epartment of Lhe Treasury I�;;r.�a� Revenue Sen•ice � � � a c 0 a+ �' a` � ° U o � C N .— � �' U U � a N e�i � F2equest for Taxpayer Give form to the requester. Do not identification P�umber and Cer-ti#ication send to the IRS. Name {as shown on your income tax �eturn) `J^' v;� LG U�-t � nv t r�,-t c�� ntr�� 1�i,J Business name, if diHerent from above Check appropriate box: � InoividualiSole proprielor � Corpwation ❑ P2r,nership Exemp: ❑ Lim�ted iiabiiity company. Enter :he ?ax ctassificaiion {D�isregarded en:ity, C=corporaYion, P=partnership) ► . _ _ _ _ . . � � paye2 n O[Fa (see instructionsj ► - r n Adoress (number, 57ae1, and apt. or sude no.j i tJ� vl ! � �'l �'L `i '- `7 - Ciq�, sta[e, a�d ZIP cooe `i C�,r1 C�;,�v ��, i,t;� ��- ��1 � 4. v� !_is! accoun` number{s) here (optiona3� T RequesTers name arro address ,op.�cne; on PJumber Enter your T1N in the appropriate box. Tt:e TIN provided must match the name given on Une 1 to avoid backup withholding. For individuafs, this is your social security number (SSN)_ However, for a resident alien. sole proprietcr, or disregarded entity, see the Part I instruc�ions on page 3. For other enti[ies, it is your employer identification numtrer (EIN). If you do not have a number, see How to get a T7N o� page 3. Note. If the account is in more than one name: see the chart on pag2 4 for guidelines on whose number to enter. Undsr penatties of perjury, I certifiy that 1. The number shown on this form is rr�y correct caxpayer identification number (or I am waiting for a number to be issueo to mej, and 2. I am not subject Yo backup withholding because: (a} I am exempt from backup withholding, or {b) l have not been notified by the !ntemal Revenue Sen�ice (IRS) Yhat I am subject to backup withholding as a resuR of a faifure to report all iraterest or dividends, cr (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. I am a U.S. citizen or other U.S. person (defined below)_ Certification instructiorts. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have fai�ed to report aH interest and dividends on your tax retum_ For real estate transactions: item 2 does not appl)+. For mortgage interest paid, acquisition or abandonmenY of secured property, cance►lation of debt, contributions to an indivicluai retiremeni arrangement (IRAj, and generally, payments other than interest and oividends, you are noY required to sign the CeRification, but you musY provide your correct TIN. See th�irrstructions on page 4. Sign Signatwe ot vj j j�� r _. ..._. Here U.S. person ► ; ��V�\ Gene ra 1 I�stru ct� o ns� Section references are to the Intemal Revenue Code unless otherwise noted. Purpose of Form A person who is required to file an information retum with the IRS must obtain your correct taxpayer iderrtificarion number (TIN) to report, for example, income pasd to you, real estate transactions, mortgage interest you paid, acquisition or abandonment of secured property, cancellation of debt, or contributio�s you made to an IRA. Use Form W-9 or.ly if you are a U_S. person (including a resident alien), to provide your correct Tih to the person requesting it (the requester) and, when applicabte, to: 7. Certify that the TIN you are giving is correct (or you are v✓aiting for a nurnber to be issued), 2. Cettiiy thaY yoL are not sub}ect to backup withhoiding, or 3. Cfaim exemption from backup withholding if you are a U.S. exempt payee. I# applicable: you are also certifying that as a U.S. person, your aiiocable share of any partnership income from a U.S. trade or business is not subject to the vv"rtiiholding tax on foreion partners' share of effectively connected incarrae. Note. Ifi a reques!er givss you a form other than Form W-9 to request your TIN, you must use the requester's form if it is substantially similar to this �orm W-9. Date , Definition of a U.S. person. For federal iax purposes. you are considsred a U.S. person rf yau are: • An individual who is a U.S. citizen or U.S. resident alien, e A pzrtnership, corpora#ion, campany, or association created or organized in the United Staies or under the �aws of the Unitec: States: • An estate (other than a foreign esYate), or e A domestic irust (as defined in Regulations section 30� .77fl�-7). Speciat rules for partnerships. Partnersh+ps thai conduct a trade or business in the Uniied Sfiates ar2 generally required to pay a withhoiding i�c on any foreign partners' share or income from such business. Further, in certain cases where a Form W-9 has not been recen+ed, a partnership is required to presume that a partner is a#oreign person: and pay the vrithholding tax Therefore, if you are a U.S. person that is a partrier in a partnership conducting a trade or business in the United States, provide Form W-9 to the partriership to establish your U.S. status and avoid w�htiolding on your share of partnership income. The person who gives Form W-9 to the p4rtnership for purposes of estzbtishing its U.S. status and avoidina �vithholding on its allocable share of net income from the partnership conducting a trade or busir,ess in the United States is in the following cases_ e The U.S. ow�ner of 2 disregarde�ti entity and not the entiiy. Cat. No. 10239X Form W-9 (Rev.10-2007) � Suncoast Environmental Northwest, Inc Jim Atchison - Vice President P: 360-883-1724 F: 360-882-0839 Sun5364@comcast.net EQUIPMENT LIST Perma-Cast Spray Trailer 2009 Dodge 2500 truck 2006 Dodge 2500 truck 2006 Ford cube van 2004 Suncoast Environmental Northwest, Inc � Jim Atchison - Vice President P: 360-883-1724 F: 360-882-0839 Sun5364@comcast.net EMPLOYEE LIST NAME POSITION ss# Bryan Moser Shane Scarbough Wes Murphy CHal Samuelsson Forman Forman 517-04-5320 541-98-5738 543-86-0957 542-94-9969 Phone 406-548-1596 541-936-1269 Personal Resume of Gary L. Lienberger r ��+49 S. Reservoir St., #1 Pomona, California 91766 P: 909-629-4020 F: 909-622-2678 E-mail: li� �enber�er(�a,earthlink.net Professional Skills and Exnerience: Project Management Corporate Meeting Speaker National Sales Manaber Project Development Financial Leadership Company Development and Growth Manager On-site Consultant for New Facilities Project Estimator California Register Contractor C-34 Specification Writer CA Notary and Signing Officer Operations Manager City Inspector for Construction and Rehabilitation projects Accounting, A/P, A/R Purchasing Capital Expenditures and Projects Office Manager E-safe verified railroad January 1, 2006-present: National Sales Manager and Consultant for ConShield. Month to Month agreement, � vember 1, 2004 -present: ,stern Sales Manager, Consultant for Coinpany Growth and Sales, for APM; in conjunction with developing a Certified Applicator base in the western states, Canada, and Me�co, Month to Month agreement, based on funding. Estimator and Project Manager for a firm in Vancouver Washington January 1, 2005-present: Working by agreement for a construction company in the Nebraska and Kansas, developing their working project backlog for their crews, including and not limited to Job Walks, Speaking at Rural Water shows, Product Approval meetings with City Councils and Engineering firms, Month to Month agreement based on funding. Professional Associations: Member: National Notary Association Signing Agent for Department of Real Estate ISO-9000 Blue Print Reading Professional Training: CADD EXCEL WORD LOTUS WATCH Book Traffic Control Equipment Maintenance and Operations � ° — Toronto Business College �ned Space Certified Marty L. Lienberger �vember 2000 Commercial Window Cleaner, Window Cleaning Service, Sierra Madre, Calif. To Responsibilities: November 2001 -Power Washing -Commercial Capet Cleaning -Commercial Hardwood Floor Cleaning November 2000 Warehousing, Olympic Staffing, Covina, California To Responsibilities: November 2001 -Shipping -Receiving -Pick -RF Unit Experience -Fork Lift Certified 1997 Shon Foreman, Cat Contracting, Fontana, California To Responsibilities: 1998 -Supervised Seven to Nine Person Departrnent -Purchasing -Class A CDL License -Haz Mat Endorsement -Cured-In-Place Trenchiess Sewer Pipe Line Installer �- 1990 Shou Foreman, Insituform Southwest, Santa Fe Springs, California To Responsibilities: 1997 -Supervised Warehouse Employees -Supervised Wet-Out -Sewer Mainline Lining In and Out of California -Pipe and Manhole Trenchless Functions Additional Experience -Supervised Crews -Built and Framed Houses and Garages -E-Rail Certified -Confined Space Trained References: Available Upon Request DMV Print Out Upon Request Page 2 of 2 �Resume of Jamie L. Quick 2003-2005 Daytona Beach Community College, now Daytona State College, Culinary Arts Program 2004-present Lienberger and Associates — Associate and Senior Partner Presentations to Engineering firms: PSB&J, CH2M Hill, Black and Veatch, Dillon & Associates, Brown and Caldwell, CHS Engineering, Speaking engagements: Rurai Water Association of Arizona, Nebraska Rural Water Association, Nevada Rural Water Association, Missouri Rural Water Association, Nevada Water Environmental Association, Evergreen Rural Water of Washington, Trenchless Road Show, Short Schools of Western Washington ,- Duties: Specification writing, Prevailing Wage, Labor Compliance, Project Management, �Community Notifications, Safety Meetings, Job Walks, Site Visits, Pre-Bid Meetings, � _ Construction Meetings, Submittals/Transmittals, Vendor Acquisition, Schedules, � Member: NvRWA, CWEA, NASSCO, BBB, NNA 2010: Project Manager/Inspector for Elko, NV WWTP Lining and Concrete Basin Rehabilitation Project 2009: Project Manager for BNSF Wastewater and Concrete Improvements Project 2008: Project Manager for Brawley Manhole Rehabilitation Project Certified Payroll, Inspection 2007: Project Manager for Brawley Emergency Manhole Rehabilitation Project Certified Payroll, Inspection Subject: STOVER RESUNIE Mr. Stover has been employed by Ultraliner, Inc. since March 2002 as a crew member installing PVC Alloy Pipeliner. He was trained in all facets of the installation process including but not limited to high pressure boiler operation and maintenance, winch operation, processing liner, CCTV operation and maintenance, and robotic cutter reinstatement of service connections. In addition to these duties Ray, as well as his crew, have been trained and certified by our inhouse certified confined space instructor in the correct procedures required to safely work in confined space. He has also been certified in traffic control procedures. Promoted to a crew leader in 2005 his crew has installed pipeliner in locations throughout the United States in various applications including sanitary & storm sewers, industrial & military applications, nuclear power plants and telephone conduits. He has installed over seven hundred thousand feet (700,000') of various size, 6 In mid 2005, he was assigned to train with the Agru/Trolining materials under the direction of Troling in Troisdorf, Germany. He.has received training in all facets of the operation and has been certified in the art of hot gas welding, hot gas extrusion welding, injector processing, water & air pressure testing and the installation of liners. Ray supervised and successfully installed one of the largest CMP diameter liner projects for TDOT in 2007 which was an elliptical pipe twelve feet by seven feet by one hundred sixty feet (12' x 7' x 160'). In 2009 Ray was promoted to field service technician responsible for training new licensee crews, assisting on projects with our licensees which required expertise beyond their experience, and working with specifying agencies requiring field technical information for inspectors. Page 1 of 2 7/29/2011 � _,. .�, - ,_ ��J L•ar�, aZilC� �. F.i''4t�''llLl^ i yi'i... �}f�M1 ) v `- � �� '� _' ' �� `��`� � �� '' - - Transmittal Form , ,� .._ ,� � �.µ � �,, �, : . - � ..,. 1� � ,x,' ....`�"� ;?�. m��s�,�"� �^��+.��.� -� � • ` . ' Company Name _L:��y b� ��,,�o� Date: 1�� Z� Zc� �l Address �t"� � �.��.��--t 5�.,�� -�_ Com an ��e.�c�s-� t -- A Y� City Stafe Zip � � �.,, a . `�. � 0 5 " � `� �� 1 > > _.�.�.._ � Attention: �t<�.�,� �,,.- �� Phone IVumber ��!,r �.S `�3�. "� Z�� From: vN� � , � � �.< �te �� cl� Project name: L;�t��) ��,`. ;�� ;� �� . _ ,� �' 4' ' - �-� _ .� S � � , Subject: �; �S c �; �; �.�.�e5 �� `, (��, . We are sending you; � Attached ❑ US Mail ❑ Hand Delivery ❑ Under separate cover `� �-�+�� C� I,�:a O 1 �011 ,'iTY OF� �;::�,� �OIJ ��Express Mail ❑ FEDEX ❑ UPS � F'4'Y ❑ Other __ Via: For your: ❑ Records Memo: �'�-Use and information :� ,�-Ap p ro val �Review and comment ❑ Use and distribution . �� Signed: � � �--,.�-.. . � t `�'MARKETING Submittals.doc t► R�y��.s�re s� ,��„n�.gK �,a A�x,.,,n Ultraliucr, Inc. Date 29Ju1�11 ULTRALINER PVC ALLOY PIPELINER Design Considerations for Liner lhickness and Flow Characteristics Ultraliner, Inc. Oxford, Alabama � t � � Requea�nl by Christisn Bro�fim Pamtmg Inc., Agua Di Ultraliner, Inc. Table of nr�tPr�tc Title Paee Table of Contents Design References General Design Assumptions Properties of Materials Pipe Loading External Pressure Thickness Required for Buckling Pressure Partially Deteriorated Conditio❑ Fully Deteriorated Condition Thickness Required for Stiffness Deflection Ring-Bending Stress Analysis Increase in Flow Capacity Summary As calculated by Total Pressure As calculated by Hydrostatic Pressure 8 Inch Pipe Date 29Ju1-I1 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 Reques�ni bp Chnsuan Brnrhm Painring Im•_ Agw Di UlUaliner, Inc. p„� ,9.�„�-� � � .1 _\' �l',1 �:. �s� • : r :.� t _ .i � �iA . :�� z �'�11L. r.i��ci��._ ' ., w 1 , • - -- — r:� ::.i�: 1 � • • �Y.1 � � •� ~�i J .►� � w\" I ' � 1�" �Jl�.�rJ �41 �:l% 1�. � ♦ � � � ii �! �' :� : �I : � • i .i :. : :• : ' i �. : • ►l�_.1s!ti w �z l/3 �� ' • �.� ' � u � : . • "1 .� :� : �i : � ��•`� ' ' '._.i�.:� ii�- �:..y �� • �1 �� .�' :� : �i : : ' � • :- � • ' • v�� . i • •s ��I��.�.. �� r♦ i��- •: �- :� : �i : . . (?�ze: L�e of Utr�1Q� P�C Alk�y Pq�eia�er any �vo}�e er��gp�ne�ts �+hich ra»rnt be rra� v�hait mtin�re lma�{edge of aIl cnul�ias patau�irgto a spac,-�c nr�tallation � Lltrai��er, Inc. does mt aci � a camilParY m ihis � �iWiry fnr u9e of mfoniPtion or advioe l�e� to c�lu� s��IIabilrty of t}� �od�i for an �plicatia� rests solely �tid� ihe aaec) t ,• Aeqursted bc Chnsaan erotherx Paintme Inc. Agua Dula Ultraliner, Inc. Darc 29-Jul-II General Design Assumptions Long-temi creep reduction factor Design life S[n�ctural support from pavemen[ Condition of host ttinnel Structura] support from host pipe Factor of safery Geometric stiffness enhancement factor (K) Ovality of host pipe Depth of water Type of soil Soil densi[y Modulus of soil reaction I�Pflection lag facror ,ng factor Traffic loading H20 as specified (for use only with partially deteriorated design) = 0.5 (�S) = SO nonc fully deteriorated nonc = 2 = 7 i%) = 2 as specified by engineer (see calculations) = cla�� (PCF) = 120 (PSI) = 1000 = 1.50 = 0.11 Type of host pipe Manning coe�cient of host pipe Slope of pipe I X 16,000 (LBS) or 16,000 Traffic Loading at depths shalower than: 2 fc = 0 = saturated soil = 0.013 (%) = 0.15 0 Reyue�rcA b.� Chri.�nan Brodirrx paintmg In��.. Agua Dula Ultraliner, Inc. � � � i �/ ' . . The Ultraliner PVC Alloy Pipeliner to be provided for this pmject has the following physical characteristics Base Resin ASTM D 256 Izod impact ASTM D 638 Tensile strength ASTM D 638 Tensile modulus ASTM D 790 Flexural strength ASTM D 790 Fiexural modulus Darc 29Ju1-II poly(vinyl chloridc) homopolymcr (FI'-LB/IN) _ >15 (PSI) = 5000 (PSI) = 280,000 (PSI) = 5,000 (PSI) = 280,000 Lone-term flexural modulus (reduced when so specified) (PSI) = 56,000 ASTM D 648 L.A. GreenBook f�eta�g has shown that Ultraliner PVC Alloy Pipeliner is resistant to stress-induccd degradation. When installed in a supported environment such as a pipe liner, the service life should be comparable to that of typical PVC pipe.0 - Stephen Hookanson, Chief Chemica] Engineer, Vista Chem ical). Heat deflection temperature (F) = 140 Chemical resistance suitable for use under general sanitary sewer conditions ; Requexird bc Chris�ian Bmihm Paintin¢ lnc.. A¢ua pu UltralinCr, Inc. al loading on pipe = dead load + surcharge loading fram trafFic (Wtot = Wc + Ws) Detern�rine the dead load (Wc) i�sing the following formula: Wc =Cd*w*Bc*Bd (Eq 14, p.135, HP.P.) �-�') Where: Cd = loading ccefficient Where: _ �I-e^(-2*ku'*HBd))/(2*lcu7 Dote 29-Jul-II H = height of so�l above p�pe (F'I'� Bd = trench width �� u' _ w' = soil density (PCF) Bc =tunnel width �F-�-� Therefore, dead load (Wc) �LB�� Determine surcharge loading from traffic (Ws) using Hall��integration of Bousinesq�formula (modified to consider a point load equivalent to 2X H20) : Ws = Cs*P*F/L (Eq 2.13, p.29, B.P.D.) (LB/FT) Where: Cs = load ccefficient P = concentrated load (LBS) F = impact factor L = unit length �� Therefore, surcharge loading from tratTic (Ws) �Lg�� .fore, total loading on pipe (Wrot) (LB/FT) (LB/IN) Submittal Calculations a.. requecied by Lien6erger ,vid .'�ccxiatrx far Cip� of Renron. wA Soil type = clay PCF = 120 E's = 1000 � 3.77 14 0.67 0.13 120 0.67 201.23 0.0024 l 6.000 I I 38.10 239.33 19.94 6 280000 psi material % Ovality = 2 R�a��.a�a br c�,,,.ati,� Brothm PamtinR ��.. AAua Dulo Ultralinel', IoC. F,xtei7lal �pcc�� nn Pinp Dacr ?9Ju1�11 netPri�ratec] (;r�vit� Pine C'nnciitinn Where the host pipe is incapable of supporting the soil and surcharge loads, the pipeliner must support hydraulic, soil, and live loads. Determine the total external pressure on the pipe using the formula: qt= Yw*Hw+Rw*Wc/D+Ws/D (Eq A.20, p.39, F.P.P.) Where: Wc = veRical soil load (LBS/FT) = Ys*H*D/144 (Eq A10, p.31, F.P.P.) Thus, qt = Yw*Hw* 12IN/FT+Rw* Ys*H/144+Ws/(D* 12IN/F1� Where: Yw = specific weight of water Hw = height of water above pipe Hydraulic Pressure = Yw*Hw* 12IN/FT H = height of soil Rw = wa[er buoyancy facror ( l- 0.33*Hw/I-I) Ys = soil density Soil Pressure = Rw*Ys*H/144 Ws = surcharge loading from traffic D = mean host pipe diameter Traffic load -WS/D Therefore, total extcrnal pressure on the pipe (qt) (LB/W^3) ��T) (PSI) (FT) (PCF) (PSI) (LB/FT) (IN) (PSI) (PSI) O.U361 2 0.87 14 095 l20 11.12 38.10 8 o.ao 12.38 7 Submittal Calculations 280000 psi matcrial Rcquesini by Chrixuan Brofhcrx Pninrin¢ Inc., Agua Dulo Partiall� T)eterinratPd T� ��gn C'nnriiti�n: (as defined in the industry) The existing pipe can support the soil and surcharge loads throughout the design life of the rehabilitated pipe and the soil adjacent to the existing p ipe must provide adequate side support. The conduit may have longitudinal cracks and some distortion of the diameter. Note: Ultraliner, Inc. typically includes surcharge loads in its partially deteriorated design. If the host tunnel is truly capable of handling the surcharge loads, please request calculations for infiltration sealing only. Determ ine the thickness required for buckling pressure using the formula: P=(2*K*El)/(1-v^2)*1/(DR-1)^3*C/N (Eq X1.1 ASTM F 1216-93) Where: DR = standard dimension ratio D = outside diameter of pipeliner t = pipeliner thickness Str�ctural support from host pipe Thus, tb = D/((2*K�EI*C/(P*N`(1-v^2)))^(1/3)+I)) Where: D C 9 K EI N P v CONCLUSION: Ultraliner, Ioc. � � \ � � � � � � � � � �� _ ��w = mean inside diameter of host pipe = ovality reduction facror ((1-q/100)/(I+q/100)^2)^3 _ % ovality of host pipe = geometric stiffness enhancement factor of the tunnel = long-term flexural modulus of elasticity = factor of safety = hydraulic and surcharge pressure on the pipe = Poisson's ratio Therefore, the minimum liner thickness for consideration of buckling pressure The thickness is greater than the recommended minimum. Date 29-Jul�ll (D/t) (IN) (IN) ,� (IN) DR for partially deteriorated design Refer to fully deteriorated design for the maximum recommended SDR. >/_ 35.00 8 0.2286 nonc 3 0.8358 2 7 56,000 2 I .26 0.3$ (n`1) 0.1173 O.11 73 68.17 Requcs�ed b�� Ctrrixrian 8rothen Painting Inc.. Aeua Du10 Uitralioer, loc. � � � \ � � � � � � � � � Date I9-Jul�ll Full� l�etPrinratPd I�P�ign ('nndi inn: (as defined in the industry) The existing pipe is not structurally sound and cannot support soil and live loads or is expected to reach this condition over the design life of the rounded P VC pipe. This condition is evide�t when sections of the existing pipe are missing, the existing pipe has lost i[s original shape, or [he existing pipe has corroded due to the effects of che fluid, atmosphere, or soil. Determine the thickness required for buckling pressure using the formula: qt = C/N*(32xRw*B? E��*(E1*I/D^3))^(1/2) (Eq X1.3 ASTM F 1216-93) Where: I = moment of inertia of pipeliner wall = (t^3)/12 Where: � = wall thicl:ness of liner pipe Thus, tb = 0.721 �'D*((N'`qdC)^2/(El*Rw*B'*Es))^(1/3) Where: D = mean inside diameter of host pipe N = factor of safety q� = total external pressure on the pipe q =% ovality of host pipe C = ovaliry reduction factor ((1-q/100)/(l+q/100)^2)^3 HW = height of water above top of pipe 1{ = height of soil above rop of pipe Rw = water buoyancy factor =1-0.33*Hw/H B' = cceft7cient of elastic support = U(1+4e^(-0.065"H)) E's = modulus of soil reaction EI = long-term flexural modulus of elasticity Therefore, the minimum liner thickness for consideration of buckling pressure CONCLUSION: The thickness is greater thau the recommended minimum. ��) (PSI) �`��) �FT) iFT) (IN*LB) (PSI) (PSI) � E (IN) 0.2286 >/_ The maximum recommended SDR 8 � I 2.33 2 0.8353 2 l4 0.9.5 0.3831 (000 56,000 0.2020 (IN) 0.2020 39.61 - . { �`►�� A�� \�i.� ��.� �, !� �� A�� Date 29-Jul-II I�rule if the lir�ex'thi�gss is ��efa'tl� re�.�d rriminunsti�r�s usingt� fonn�la: (�X1.4AS"IlVIF1216-SB) pipeliner stiffness (ps) = E*Id/D^3 = E/(12*SDR^3) (IN*LB) Where: E = modulus of elasticity (PSI) 1d = moment of inertia of pipeliner wall (t^3/12) (IN^3) D = mean inside diameter of host pipe �� SDR = standard dimension ratio of pipeliner Thus, the pipeliner stiffness (ps) (IN*LB) CONCLUSION: The stifFness is greater than the recommended minimum. (IN*LB) 0.5442 Recommended maldmum SDR >�= 0.093 = 280,000 = 0.0010 = 0.3358 = 35 = 0.5442 >�= 0.093 = 63.07 ]0 RequcaN by Chrixuan Brothv.a Pamring Inc. Aeua Dulo Ultralincr, T�C. Dam 29Ju1-I I �efle _tic�i� - A� CalcnlatPrl hv Tn �1 FYtPrnal prPccnrP ermine deflection of pipeliner using the Iowa Formula: 90 oy/D = (D1*K*qt*100)/(0.149*F/oy+ 0.061 *E? Where: F/oy = 6.7*E1*I/r^3 Thus, %oy/D = (DI*K*qt*100)/(E*I/r^3+0.061*E? (Eq 28, p.164, H.P.P.) Where: % y/D = % deflection � y�� D� = deflectio� lag factor K = bedding factor q� = total externa] pressure on pipe (PSI) _ E = flexural modulus of elasticity (PSI) _ r = radius �IN� _ � = pipeliner thickness �� _ I = moment of inertia of pipeliner wa]] (IN^3) _ N = safety factor E' = modulus of soil reaction (PSI) _ Therefore, percent deflection (%y/D) �c�o� _ (Note: For the sake of conservatism in design this number should not exceed 7.S%) Maximum deflection ([N) �� _ Note: Due to their more compliant nature, lower stiffness liner pipes develop less ring bending stress upon deflection, and therefore can structurally handle an even greater percen[age of deflection. The recommended maximum allowable deflection for the higher stiffness D-3034 sewer pipes as pubished in the UniBell Handbook of PVC Pipe is 7.5%. In any case, in the real world (whatever that may be) deflection should be immeasurable in an installed liner pipe. CnNCLUSION: The deformation is less than the recommended ma�dmum. (%) 3.13 </- Note: The deflection calculations do not take into consideration the enhancement of the geometric stiffness provided by side wall support. Additionally, the soil modulus is determined by back calculation with data collected from trenched instalations prior to soil consolidation. Furthermore, handling and backfill pressures, which account for the majority of the predicted def7ection, are not a factor in a trenchless installation. In a trenchless installation, the actual def7ection should be immeasurable. The deflection calculations are, however, informative in helping to determine the maximum potential ring-bending stress to which the pipe may be subjected under the prescribed loading conditions. 1.� 0.11 12.38 280,000 4 0.2286 0.00 ] 0 2 1000 3.13 0.2500 6.51 11 Submittal Calculations 280000 psi material ac reyuested by Chnatian Bmthers Painling Inc., Agua Dulre, CA Reque��cH Dv Chn.�rian Brotfim Aainting Inc.. Agua Dula Ultraliner, Inc. , � � � � � � � � � � � � � ' � , � • Determine deflection of pipeliner using the Iowa Formula: %oy/D - (Dlx K'`qt* 100)/(0.149*F/oy+ 0.061 *E? Where: F/oy = 6.7*E1*Id/r^3 Thus, %oy/D = (DI*K*q*100)/(E1*Id/r^3+0.061*E? Where: `7o y/D = % deflection DI = deflection lag factor K = bedding factor q = hydraulic pressure on pipe E1 = long-term flexural modulus of elasticity r = radius � = pipeliner thickness (Eq 28, p.164, H.P.P.) Id = moment of inertia of pipeliner wall (t^3/12) Dah ?9Ju1-II �%) = 1.5 = 0.11 (PSI) = 0.87 (PSI) = 56,000 �IN) = 4 (IN) = 0.2286 (IN^3) = 0.0010 E' = modulus of soil reaction (PSI) = 1000 "I'herefore, percent deflection (%y/D) (%) = 0.23 Recommended maximum percent deflection (°k ya) (%) = 6.51 (Note: For the sake of conservatism in design this number should not exceed 7.5%) Note: Due to their more compliant nature, lower stiffness liner pipes develop less ring bending stress upon deflection, and therefore can stnacturally handle an even greater percentage of deflection. The recommended ma�cimum allowable deflection for the higher stiffness D-3034 sewer pipes as pubished in the LfiiBell Handbook of PVC Pipe is 7.5%. In any case, in the real �(whatever that may be) deflection should be immeasurable in an installed liner pipe. CONCLUSION: The deformation is less than the recommended maximum. (%) 0.23 Note: The deflection calculations do not take into consideration the enhancement of the geometric stiffness provided by side wall support. Additionally, the soil modulus is determined by back calculation with data collected from trenched instalations prior to soil consolidation. Furthermore, handling and backfill pressures, which account for the majority of the predicted defiection, are not a factor in a trenchless installation. In a Uenchless installation, the actual deflection should be immeas�rable. The deflection calculations are, however, informative in helping to determine the maximum potential ring-bending stress to which the pipe may be subjected under the prescribed loading conditions. d= 6.51 12 c..�....:��,.� r,.�,...�..�:,...., RequeciN by Chn.cuan Broihm Painiing Inc.. Agua pu�o Ultraliner, Inc. �\ �� Dme 29-Ju1�il Determine if thickness is adequate to resist ring-bending stresses using the formula: Ob = Df*E*ya*t/D^2 (Eq A.6, p.27, F.P.P.) Where: Ob = maximum ringbending stress due to deflection (PSI) ► = liner thickness �� Df = shape factor (Table A.1, p.28, F.P.P.) E = modulus of elasticity (PSI) Ring-bending stress analysis requires the use of initial material strengths. Use of long- term strength values is not only inappropriate, but also extremely unconservative. ya = maximum allowable deflection �IN� D = diameter of pipeliner �IN� Thus, maximum ring-bending stress due ro deflection (Ob) (PSI) Determine the ring-bending streng[h of the pipeliner using the formula: Ob < Sb/N Where: Sb = ring-bending strengch of pipeliner (PSI) N = factor of safety Thus, the ring-bending strength of the pipeliner �psj� CONCLUSION: The ring-bending strength is greater than the recommended minimum. (PSI) 2500 Determ ine the m inimum recommended SDR using the formula: DR = D/(Ob*D^2/(Df*E*ya)) = 0.2286 = 8 = 280,000 = 025(� = S = 2000.37 = i000 _ � = 2500 >/= 2000.37 c..i._..:4a,.i r..�,...�,..:,.�,. 13 . ,, - Requc<tN bc Christian Brodirn Painring Ina, Agua Duice. CA Ultraliner Inc. � Dare ?9Ju1-11 Increas in Flow Canacitv w Capacity = Mean Flow Velocity * Flow Area (Q = V*A) (Eq 93, p.240, H.P.P.) Where: Q = Flow Capacity V- 1.486 * R^(2/3) * s^(1/2)/ n Therefore, Q - 1.486*A*R^(2/3)*s^(1/2) /n where: ID. = inside diameter of pipe host line (Fi') = 0.6667 lined line (F"f) = 0.63 K = hydraulic radius (ID/4) host line (FT) = 0.1667 lined line (FT) = 0. ( 571 s = slope of pipeline (%) = 0.15 n = Manning's coefficient host line: sattu�ated soil = 0.013 lined ]ine: = 0.009 p+ = F1ow Area of the pipe (cu'•`ID^2*Pi /4) where: cu = capacity being utilized = gj�� host line (FT^2) = 0.2967 lined line (FI'^2) = 0.2638 (FT^3/sec) (GAUmin) Therefore, Q for host line = 3.98 = 1744.81 Change in Q lined line = 4.91 = 2154.29 = 409.4$ Therefore, Increase in Flow Capacity (Q) (%) = 23.47 CONCI,USION: D�spite the slight decrease io internal diameter, there is a substa�tial increase in flow. (Note: Ultraliner PVC Alloy Pipeliner is mariufactured with a M anning#flcoefficient of 0.009. Due to Ultraliner PVC Alloy Pipeliner's extremety tight fit, the pipeliner will conform to abnormalities in the host pipe which can affect llow rates. In order to provide a fair comparison between materials, the previous flow calcutations follow the industry standard practice of disregarding the effects of such abnormalities, which will vary from installation to instatlation, and serve only as evideuce of flow rate increases due to the change in smoothness of the interior surface of the Gne.'fhis pro�-ides the specifier with a more accurate and direct comparison between products.) For a more precise calculation of expected flow rates, it is suggested that a M anning�coefficient of 0.010 be used to account for the effects of [he host pipe�abnormalities on the M anning�coefficient of the installed pipeGner. where: ID. = inside diameter of pipe host line = 0.6667 lined line = 0.63 R = hydraulic radius (ID/4) host line = 0.1667 lined line = 0. I571 s = slope of pipeline = p.15 n = Manning's coefficient host line: saturated soil = 0.013 � lined line: = p � � A = Flow Area of the pipe ( cu*ID^2*Pi /4) host line (FT^2) = 0.2967 lined line (FT^2) = 0.2633 (FT^3/sec) (GAL/min) ThPrPfnrr (1 fnr htict linr = � qR = � �aa R � . , ; • as requested by Lienberger and Associates Ultraliner Inc. Summary �g 8 Inch Pi e Liner characteristics: July 29, 20ll Location: 1-2 2-3 3-4 4-5 5-6 Cell Classification 16223 ASTM F 1504 Fioal wall thickoess (II� 0.2286 0.2286 0.2286 0.2286 0.2286 Final Liner SDR 35.00 35.00 35.00 35.00 35.00 Fully deteriorated condition SDR must not exceed: 39.61 42.15 45.33 49.35 54.37 SDR preferabiy will not be less than: 16.80 14.63 12.49 10.42 8.47 as specified Long-term flexural modulus (PSI) 56,000 56,000 56,000 56,000 56,000 Flexural stren th PSI 5000 5000 5000 5000 5000 Conditions: Size of host pipe �IN� g pp g pp 8� 8 �� 8�� Depth of pipe (FT) 14.00 12.00 10.00 8.00 6.00 Deptt� of water (FT') 2.00 2.00 2.00 2.00 2.00 Ovality (%) 2.00 2.00 2.00 2.00 2.00 Soil density (PCF) 120 120 120 120 120 Soil modulus (PSI) 1000 1000 1000 1000 1000 Live loading (LBS) 16,000 16,000 16,000 16,000 16,000 Impact Factor 1 1 1 � 1 Safetv factor 2 00 2 00 2 00 2 00 2 00 P�pc Load�ng. Dead load (LB/FT) 201.23 200.28 198.17 193.52 183.2> Surcharge load (LB/FI') 38.10 44.44 53.33 66.67 88.g9 Totalloadi❑ on i (LB/F"I' 239.33 244.72 251.50 260.18 272.14 Exterual Pressure: Hydrostatic pressure (PSI) 0.87 0.87 0.87 0.87 0.87 Total externai ressure (PSI 12.38 10.78 9.21 7.68 6.24 Thickness Required for Buckling Pressure: Partially Deteriorated Condition: The thickness is greater than the recommended rninimum. Liner thickness (Il� 0.2286 0.2286 0.2286 0.2286 0.2286 Recommended minimum (IN) 0.1173 0.1193 O.1220 0.1258 0.1316 USE Fully Deteriorated Condition: The thiclrness is greater than the reconunended minimum. Liner thickness (Il� 0.2286 0.2286 0.2286 0.2286 0.2286 Recommended minimum (IN) 0 2020 0 1898 0 1765 0 1621 0 1471 . .:ness Reqwred for St�ffness. The stiffness is greater than the recommended minimum. Pipcliner stiffness (IN*LB) 0.5442 0.5442 0.5442 0.5442 0.5442 Recorrunended minimum (IN*LB) 0 0930 0 0930 0 0930 0 0930 0 0930 Total Load Deflechon. The deformation is less than the recommended maximum. Pipcliner deformation (%) 3.13 2.72 2.32 1.94 1.58 Recommended maximum (%) 6 51 6 51 6 51 6 5l 6 51 Hydrostatic Load Deflect�on. The deformation is less than the recommended maximum. Pipeliner deformatioo (%) 0.23 0.23 0.23 0.23 0.23 Recommended maximum % 6.51 6.51 6.51 6.51 6.S l Ring-Bending Stress: The ring-bending strength is greater than the recommended minimum. Pipeliner Strength (PSI) 5000 5000 5000 5000 5000 as specified Recommended minimum (PSI) 2000 1742 1487 1241 1009 Deflection used to calculate (%) 3 13 2 72 2 32 1 94 1 58 Flow Capacit,y. Despite the sl�ght decrease m internal diameter, there is a substantial increase in flow. Predicted increase (%) 23.47 23.47 23.47 23.47 23.47 Expected increase (%) 11 12 11 12 11 12 11 12 11 12 Rrqurxte.7 ba LienM1ergn md Assnciatec Ultraliner, Ioc. Date 29-Jul�ll ULTRALINER PVC ALLOY PIPELINER Design Considerations for Liner Thickness and Flow Characteristics Ultraliner, Inc. Oxford, Alabama ♦ RryuaatN b�� Lirnberga and A.ac� iarrs Ultraliner, Inc. ! .'i. • // �,I 1 � .• 1 � !� Tide Page Table of Contents Design References General Design Assumptions Properties of Materials Pipe Loading Externa] Pressure Thicl�ess Required for Bucl:ling Pressure Partially Deteriorated Condition Fully Deteriorated Condition Thickness Required for Stiffness Deflection Ring-Bending Stress Analysis Increase in Flow Capaciry S u �Tunary As calculated by Total Pressure As calculated by Hydrostatic Pressure 14 Inch Pipe Dart ?9-Jul�ll 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 k,y�r.,�ra ey LienAerger anJ Ascociazes Ultraliner, Inc. u,tt �v-mi. i i �:.`!�!�1 ►' :(�11:. . . y . �s • . r :r i : .� � s : rw s��___ ._��, �� i )_I�L 1Y,��31��_ 1..: .w � • � - (I��beled he�f� � AS'IlVIF 121�r91) .♦ I � � �� I�'. 9�\ �:�\� i' � I�' �tl�� YJ. �41��I.L_ . �•.1�..�� \ I ii � lii ��'�1� Il�df�' � F.P.P.� i :. : :�. : ' i •. . �� U:��tui w �; U=:_:� , ' • �.� ' �, u � :�, r tl (Iabeledl�ae�fie� as MnM) •' ':_.u,:.� i r. ��7 �� 1 "1 .�• :� � v�i : . : ' � :- ' ' r • v�� . i • •3 NI�.�_�., �; r• i��- •v� • :� :.x •• (I�te: L� of Uu-�ta�er P�CAlloy i'�elir�er cmy urvol�e et�ir��g fi�rre�ts �lvch caunt be rrede v,�.txut u�tur� k�o�iec�,e af aIl crnduias �Stau�g [o a spec,�c usta�ation � Lhralu�a, [nc. do� rn[ aci � a aa�sul�uY m ihis �url, ��as�bility frr tme of mfoniution a advice lt�en� to c�tteuiu� s�aUdrty of the p�ahrt for ai aFp}ic�m �sCs solely w+th the us3.) Heyucxted by Lienberger and Associaicc Ultraliner, Inc. Darc ?9�1u1-11 General Design Assumptions Long-tenn creep reduction fac[or Design life Stivctural support from pavement Condicion of host tunnel Structural support from host pipe Factor of safety Geometric stiffness enhancement factor (K) Ovaliry of host pipe Depth of water Type of soil Soil density Modulus of soil reaction �eflection lag factor dedding factor Traffic loading T}'pe of host pipe Manning coefficient of host pipe Slope of pipe H20 as specified (for use only with partially deteriorated design) 1 X 16,000 Tratfic Loading at depths shalower than: (YRS) _ (%) _ (PCF) _ (PSI) _ (LBS) or 2 ft = i%) _ 0.5 50 none fully deteriorated �OOC 2 7 2 depth of pipe clay 140 1500 1.50 O.l l 16,000 0 Clay 0.013 0.15 Rryurxird by Lienberga anJ A..�iatr. Ultralincr, Inc. D,n z9.,�,-„ � 11 1 1l. � The Ultraliner PVC Alloy Pipeliner to be provided for this project has the following physical characteristics Base Resin ASTM D 256 Izod impact ASTM D 638 Tensile strength ASTM D 638 Tensile modulus ASTM D 790 F7exural strength ASTA4 D 790 Flexural modulus Long-tenn flexural modulus (reduced when so specified) ASTM D 648 L.A. GreenBook poly(vinyl chloride) homopolymer (FT-LB/IN) _ >15 (PSI) = 5000 (PSI) = 280,000 (PSI) = 5,000 (PSI) = 280,000 (PSI) = 140,000 �ting lias shown that U1[raliner PVC Alloy Pipeliner is resistant to stress-induced degradation. When installed in a supported environment such as a pipe liner, the service life should be comparable to that of typical P VC pipe.0 - Stephen Hookanson, Chief Chemical Engineer, Vista Chem ical). Heat deflection temperature (F) = 140 Chemical resistance suitable for use under general sanitary sewer cooditions � Re�c�uea�ed bF LienberRa and Ascceiatec Ultraliner, Inc. �UUe T IlA[�l i1S� otal loading on pipe = dead load + su�harge loading fram traffic ( Wtot = Wc + Ws) Detern�ine the dead load (Wc) using the following fornlula: Wc =Cd*w*Bc*Bd (Eq 14, p.135, HP.P.) (LB�T) Where: Cd = loading cce�cient Where: H = il-e^(-2*ku'*HBd))/(2*ku') Date 29.Ju1�11 — height of so�l above pipe �� Bd = trench �vidth �� _ w = soi] density (PCF) Bc =tuonel width ��.� Therefore, dead load (Wc) �L��,� Detei-��ine surcharge loading from traffic (Ws) using Hall��integration of Bousinesq�formula (modified to consider a point load equivalent to 2X H20) : Ws = Cs*P*F/L (Eq 2.13, p.29, B.P.D.) (LB/F'T) Where: Cs = load coe�cient P = concentrated load (LBS) F = impact factor L = unit length �F.1.� Thcrefore, surcharge loading from tratiic (Ws) �LB�.� refore, total loading on pipe (Wrot) �LB/F,I,� (LB/IN) Submittal Calculations ax requestW by Lienbergn and qscociates for Ciry nf Rmmn, Wp Soil type = clay PCF = 140 E's = 1500 3.77 23 1.17 0.13 140 1.17 717.84 0.0025 ( 6>000 1 1 40.58 758.42 63.20 6 280000 psi matcrial %,Ovaliry = 2 0 kr„�r,.�ra �r Lienber�er and Accociatrs UItr3liner, IuC. F,xternal Prresnrre �n PinP n��e ?e-i�i-� i �i�lly T)eterinratecl C',ravit� Pi�g C'nnriitinn Where the host pipe is incapable of supporting the soil and surcharge loads, the pipeliner must support hydraulic, soil, and live loads. Deternline the total external pressure on the pipe using the formula qt= Yw*Hw+Rw*Wc/D+Ws/D (Eq A.20, p.39, F.P.P.) Where: Wc = vertical soil load (LBS/FT) = Ys*H*D/144 (Eq A.10, p.31, F.P.P.) Thus, qt = Yw*Hw* 12IN/FT+Rw* Ys*H/144+Ws/(D* 12IN/F1� Where: Yw = specific weight of water Hw = height of water above pipe Hydraulic Pressure = Yw*Hw'� 12IN/FT H = height of soil Rw = water buoyancy facror (1 - 0.33*Hw/H) Ys = soil density Soil Pressure = Rw*Ys*H/144 Ws = surcharge loading from traffic D = mean hos[ pipe diameter Traffic load =Ws/D Therefore, total exterual pressure on the pipe (qt) (LB/W^3) (�) (PSI) (FT) (PCF) (PSI) (LB/FT) (IN) (PSI) (PSI) 0.0361 23 9.96 ?3 0.67 140 14.98 ao.sg 14 0.24 25.19 7 Submittal Calculations 280000 psi matcrial 0 Rrque...�rd by Lienberga m�d Accociatrs Ultraliner, Inc. M r i�iT� i \� � � � � � �� / Partiall�� T)eterinratPd i�ecign ('nnrliti�n: (as defined in the industry) The existing pipe can support the soil and surcharge loads throughout the design tife of the rehabilitated pipe and the soil adjacent to the existing pipe must provide adequate side support. The conduit may have longitudinal cracks and some distortion of the diameter. Note: Ultraliner, Inc. typically includes surcharge loads in its partially deteriorated design. If the host tunnel is truly capable of handling the surcharge loads, please request calculations for infiltration sealing only. Determ ine the thickness required for buckling pressure using the formula: P=(2*K*E1)/(1-v^2)*U(DR-1)^3*C/N (Ey X1.1 ASTNi F 1216-93) Where: DR - standard dimension ratio D = outside diameter of pipeliner t = pipeliner thickness Structural support from host pipe Thus, tb= D/((2*K*EI*C/(P*N'�(1-v^2)))^(1/3)+l)) Where: D C 9 K E1 N P v CONCLUSION = mean inside diameter of host pipe = ovality reduction factor ((1-q/100)/(l+q/100)^2)^3 _ % ovality of host pipe = geometric s[iffness enhancement facror of the tunnel = long-term flexural modulus of elasticity = factor of safety = hydraulic and surcharge pressure on the pipe = Poisson's ratio Therefore, the minimum liner thickness for consideration of buckling pressure The thickness is greater than the recommended minimum. Date ?9-Jul.l t ( D/t ) (IN) (II�1) (�) (IN) DR for partially deteriorated design Refer to fuliy deteriorated design for the maximum recommended SDR. >/_ 3�.00 ia 0.4000 none 14 0.8358 2 7 140,000 2 10.21 0.38 (IN) 0.3015 0.3015 46.44 0 !(ryur.urd by� Lirnberger and A�coaacrs Ultraliner, Inc. � � � � \ � � � � � � � � � � Darc ?9.Jul-I1 Full� l�ereri�rated l�ecign C'nncliti�n: (as defined in the industry) The existing pipe is no[ structurally sound and cannot support soil and live loads or is expected to reach this condition over the design life of the rounded P VC pipe. This condition is evident when sections of the existing pipe are missing, the existing pipe has lost its origina] shape, or the existing pipe has corroded due to the effects of the fluid, atmosphere, or soil. Determine the thickness required for buckling pressure using the formula: qt= C/N*(32*Rw*B? E��*(E1*I/D^3))^(1/2) (Eq X1.3 ASTM F 1216-93) Where: I = moment of inertia of pipeliner wali = (M3)/12 Where: t = wall diicl<ness of liner pipe Thus, tb = 0.721�D'�((N*qt/C)^2/(El*Rw*B'*Es))^(1/3) Where: D = mean inside diameter of host pipe N = factor of safety yt = total external pressure on the pipe q =% ovality of host pipe C = ovality reduction facror ((1-q/100)/(l+q/100)^2)^3 Hw = height of water atwve top of pipe H = height of soil above top of pipe Rw = water buoyancy factor =1-0.33*Hw/Ii B' = coefY7cient of elastic support = 1/(1+4e^(-0.065*H)) E's = modulus of soil reaction EI = long-term flexural modulus of elasticity Therefore, the minimum liner thickness for consideration of buckling pressure CONCLUSION: The thickness is greater than the recommended minimum. (IN) (PSI) (°J�) (FT) ��) (IN*LB) (PSI) (PSI) � (IN) 0.4000 >/- Thc maximum recommended SDR e 14 � 25.19 2 0.8358 23 23 0.67 0.5271 1500 l 40,000 0.3693 (IN) 0.3693 37.91 � � `►�� iy► \�i.� ��i.� �. !� (�� is�� Da�e 29-Ju1-11 Det�mit� if the lir�'thicla�ess is ade�q��rtefar t1�e r��d rritun�lsti�ss usngtY� fcnnil�: (R7XL4AS"IlVIF1Z16-SB) pipeliner stiffness (ps) = E*Id/D^3 = E/(12*SDR^3) (IN*LB) Where: E = modulus of elasticity (PSl) ld - moment of inertia of pipeliner wall (t^3/12) (IIV^3) D = mean inside diameter of host pipe (IN) SDR = standard d'unension ratio of pipeliner Thus, the pipeliner stiffness (ps) (IN*LB) CONCLUSION: The stiffness is greater than the recommended minimum. (IN*LB) 0.5442 Recommended maximum SDR >/_ >/_ e 0.093 280,000 0.0053 0.8358 35 0.5442 0.093 63.07 10 Rryuexi � by Licnberger uid Aasu�iatrs Ultraliner, InC. ��K za-i„i-� i �eflecti�n - A� CalcLlated hv T�tal F,xternal Prec�l�rP '�etermine deflection of pipeliner using the Iowa Formula: %oy/D = (D1*K*qt*100)/(0.149*F/oy+0.061*E? Where: F/oy = 6.7=�E]*I/r^3 Thus, %oy/D = (D1*K*qt*100)/(E*I/r^3+0.061*E? (Eq 28, p.164, H.P.P.) Where: % y/D = % deflection (%) DI = deflection lag factor K = bedding factor qt = total external pressure on pipe (PSI) E = flexural modulus of elasticity (PSI) r = radius �IN� t = pipeliner thickness �� I = moment of inertia of pipeliner wall (IN^3) N = safety factor E' = modulus of soil reaction (PSI) Therefore, percent deflection (%y/D) �q�� (Note: For the sake of conservatism in design this number should not exceed 7.5%) Maximum deflection (IN) �� Note: Due to [heir more compliant nature, lower stiffness liner pipes develop less ring bending stress upon deflection, and therefore can structurally handle an even greater percentage of deflection. The recommended maximum allowable deflection for the higher stiffness D-3034 sewer pipes as pubished in the UniBell Handbook of PVC Pipe is 7.5%. In any case, in the real world (whatever that may be) deflection should be immeasurable in an installed liner pipe. CONCLUSION: The deformation is Iess than the recommended maadmum. (%) 4.34 </_ Note: The deflection calculations do not take into consideration the enhancement of the geometric stiffness provided by side wall support. Additionally, the soil modulus is determined by back calculation with data collected from trenched instalations prior to soil consolidation. Furthermore, handling and backfill pressures, which account for the majority of the predicted deflection, are not a factor in a trenchless installation. In a trenchless installation, the actual det7ection should be immeasurable. The deflection calculations are, however, informative in helping to determine the maximum potential ring-bending stress to which the pipe may be subjected under the prescribed loading conditions. 1.� 0.11 25.19 280,000 7 0.40(� 0.0053 2 1500 4.34 0.6070 6.51 I1 Submittal Calculations Zs0000 psi matcrial xx myuexmd by Lienbergu and A.ccceiatec . kna��..�re n� Lienbergrr and A�ircialrs Ultraliner, Ioc. / � � � � � � � � � � � � � � � • • Determine deflection of pipeliner using the Iowa Formula: %oy/D = (D1* K*qt* 100)/(0.149*F/oy+ 0.061 *E? Where: F/oy = 6.7*E1*IdJr^3 Thus, %oy/D = (DI*K*q*100)/(E1*Id/r^3+0.061*E? Where: % y/D = % deflection Dl = deflection lag factor K = bedding factor q = hydraulic pressure on pipe El = long-term flexural modulus of elasUcity r = radius t = pipeliner thickness (Eq 28, p.164, H.P.P.) Id = moment of inertia of pipeliner wall (t^3/12) ��m zy-��-� i (%n) = 1.� = 0.11 (PSI) = 9.96 (PSI) = 140,000 (II`1) = 7 (IN) = 0.4000 (IN^3) = 0.0053 E' = modulus of soil reaction (PSI) Therefore, percent deflection (%y/D) �%� Recommended maximum percent deflection (% ya) ��7�� (Note: For the sake of conservatism in design [his number should not exceed 7.5%) Note: Due to their more compliant nature, lower stiffness liner pipes develop less ring bending stress upon deflection, and therefore can structurally handle an even greater percentage of cieflection. The recommended maximum allowable deflection for the higher stiffness I�3034 sewer pipes as pubished in the LJniBell Handbook of PVC Pipe is 7.5%. In any case, in the rea] �rld (whatever that may be) deflection should be immeasurable in an installed liner pipe. CON(:I,USION: The deformatioo is less than the recommended maacimum. (%) 1.75 Note: The deflection calculations do not take into consideration the enhancement of the geometric stiffness provided by side wal] support. Additionally, the soil modulus is determined by back calculation with data collected from trenched instalations prior to soi] conso]idation. Furthermore, handling and backfill pressures, which account for the majority of che predic[ed deflection, are not a factor in a trenchless installation. In a trenchless installation, the actual deflection should be immeasurable. The deflection calculations are, however, informative in helping to determine the maximum potential ring-bending stress to which the pipe may be subjected under the prescribed loading conditions. c,.ti...:«.,� r..�,...i..�:,..... e d= 1500 1.75 6.51 6.51 12 C H yueated by Lienberger and A� ociatc Ultraliner, Inc. \ �� Da¢ ?Y.1u1-11 Determ ine if thickness is adequate to resist ring-bending stresses using the formu la: Ob = Df*E*ya*t/D^2 (Eq A.6, p.27, F.P.Y.) Where: Ob = maximum ring-bending stress due to deflection (PSI) t = liner thickness �IN� Df = shape factor (Table A.1, p.28, F.P.PJ E = modulus of elasticiry (PSI) Ring-bending stress analysis requires the use of initial material strengths. Use of long- term strength values is not only inappropriate, but also extremely unconservative. ya = maYimum allowable deflection �IN� D = diameter of pipeliner �11.�� Thus, maximum ring-bending stress due to deflection (Ob) (PSI) De�ermine the ring-bending strength of the pipeliner ❑si�g the formula: Ob s Sb/N W here: Sb = ring-bending streng[h of pipeliner (PSI) N = factor of safety Thus, the ring-bending strength of the pipeliner (PSI) COVCLUS[ON: Use of a modulus mduction factor is recommeoded. Determinethe minimum recommended SDR using theformula: DR = D/(Ob*D^2/(Df*E*ya)) c..�....:.s.-.� r..�,...i,.�:,...,. (PSI) 2500 >/_ 0.4000 8 280,000 0.6070 14 2774.81 5000 2 2500 2774.81 13 � „ H yuext tl by Lienberger and Axs�xia[rs UItr8liner, Inc. o,� ,y-��i-i � Increase in Flnw ('ana i v Glo��r Capacity = Mean Flow Velocity * Flow Area (Q - V*A) (Eq 93, p.240, H.P.P.) W here: Q = Flow Capacity V= 1.486 * R^(2/3) * s^(1/2)/ n Therefore, Q = 1.486*A*R^(2/3)*s^(1/2) /n where: ID. = inside diameter of pipe host line (FT) = 1.1667 lined line (FT) = 1.10 R = hydraulic radius (ID/4) host line (F"I') = 0.2917 lined line (E'I') - 0.27�0 s - slope of pipeline (�70) = 0.15 n = Manning's ccefficient host line: Clay = 0.013 lined line: = p pp� A = F7ow Area of the pipe (cu*ID^2*Pi /4) where: cu = capacity being utilized = 85c��. host line (FT^2) = 0.9087 lined line (FT^2) = 0.8078 (FT^3/sec) (GAUmin) Therefore, Q for host line = 17.69 = 77�9.79 lined line = 21.84 = 9580.90 Change in Q _ — 1821.11 Therefore, Increase in Flow Capacity (Q) (%) = 23.47 CONCLUSION: Despite the slight decrease in internal diameter, there is a substantial increase in tlow. (Note: Ultraliner PVC Alloy Pipeliner is manufactured with a M anning�flcoefficient of 0.009. Due to Ultraliner PVC Alloy Pipe6ner's extremely tight fit, the pipefiner will conform to abnormalities in the host pipe which can affect flow rates. In order to provide a fair comparison between materials, the previous flow calculations folloH- the industry s�andazd practice of disregarding theeffects oFsuch abnormalities, which will vary from installation to installation, and serve only as evidence of flow rate increases due to the change in smoothness of the interior surface of the line. This provides the specifier with a more accurate and direct comparison between products.) For a more precise calculation of expected flow rates, it is suggested that a M anning�flcoefficient of 0.010 be used to account Por the effects of the host pipe�abnormalities on the M anning�coefficient of the installed pipeGner. where: ID. = inside diameter of pipe host line = 1.1667 lined line = 1.10 R = hydraulic radius (ID/4) host line = 0.2917 lined line = 0.27�0 s = slope of pipeline _ � � � n = Manning's coefficient host line: Ciay =� 0.013 lined line: = 0.01 .°. = F1ow Area of the pipe ( cu*ID^2*Pi /4) host line (FT^2) = 0.9087 lined line (FT^2) = 0.8078 (FT^3/sec) (GAL/min) ThPrP.fnrP. (1 fnr htict linP = 17 F9 = 7759 79 A' ' v as requested by Lienberger and Associates Summary 15 Ultralincr Inc. 14 Inch Pi Lincr charactcristics: July 29, 2011 Location: 1-2 2-3 3-4 4-5 5-6 Cell Classification 16223 ASTM F 1504 Final wall thickoess (Il� 0.4000 0.4000 0.4000 0.4000 0.4000 Final Liner SDR 35.00 35.00 35.00 3�.00 35.00 Fully deteriorated condition SDR must not exceed: 3791 41.09 45.53 52.34 64.] 1 SDR preferably will not be less than: 23.31 19.34 15.40 11.51 7.76 as specificd Long-tercn flexural modulus (PSI) 140,000 140,000 I40,000 140,000 1d0,000 Flexural strenQth (PSI) 5000 5000 5000 5000 5000 (,ond�t�ons: Size of host pipe (IN) 14.00 14.00 14.00 14.00 14.00 Depth of pipe (FT) 23.00 19.00 15.00 11.00 7.00 Depth of water (FT) 23.00 19.00 I5.00 l 1.00 7.00 OvalitY (%) 2.00 2.00 2.00 2.00 2.00 Soil density (PCF) 140 140 140 140 140 Soil modulus (PSI) 1500 1500 1500 1500 1�00 Live loading (LBS) 16,000 16,000 16,000 16,000 16,000 Impact Factor 1 1 1 1 1 Safety factor 2 00 2 00 2 00 2 00 2 00 Pipe Loading: Dead load (LB/FT) 717.84 712.00 697.57 661.91 �73.72 3urchargeload (LB/FT) 40.58 49.12 62.22 84.85 133.33 Total loading on pipe (LB/F'I') 758 42 761 12 759 80 746 75 707 06 Extcrnal Pressure: Hydrostatic pressure (PSI) 9.96 8.23 6.50 4.77 3.03 Total external pressure (PSI) 25 19 20 90 16 64 12 44 8 39 Chickness Reqwred for Bucklmg Pressure: Partially Deteriorated Condition: The thiclrness is greater than the recommended minimum. Linerthickness (IN) 0.4000 0.4000 0.4000 0.4000 0.4000 Recommended minimum (IN) 0.3015 0.2843 0.2649 0.2429 0.2187 USE Fully Deteriorated Cooditioo: The thickness is greater than the recommended nunimum. Lioer thickness (Il� 0.4000 0.4000 0.4000 0.4000 0.4000 Recommended minimum (IN) 0 3693 0 3407 0 3075 0 2675 0 2184 uckness Required for Stiffness. The stiffness is greater than the recommended minimum. Pipeliner stiffness (IN*LB) 0.5442 0.5442 0.5442 0.5442 0.5442 Recommended minimum (IN*LB) 0 0930 0 0930 0 �930 0 0930 0 0930 Total Load Detlection. The deformation is less than the recorrunended maximum. Pipeliner deformation (%) 4.34 3.60 2.86 2.14 1.44 Recommended maximum (%) 6 51 6 51 6 51 6 51 6 51 H�drostahc Load Detlect�on. The deformation is less than the recommended maximum. Pipeliner deformation (%) 1.75 1.45 1.14 0.&1 0.53 Recornmended maximum (%n) 6 51 6 51 6 51 6 51 6 51 R�ng Bendmg Stress. Use of a modulus reduction factor is reconunended. Pipeliner Strength (PSI) 5000 5000 5000 5000 5000 as speciGed Recommended minimum (PSI) 2775 2302 1 S33 1370 924 Deflection used to calculate (% 4.34 3.60 2.86 2.14 1.44 Flow Capacity: Despite the slight decrease in intemal diameter, there is a substantial increase in flow. Predicted increase (%n) 23.47 23.47 23.47 23.47 23.47 Expected iucrease (%) 11 12 11 12 11 12 Il 12 11 12 ; Rcyuestni by� Litnt+er¢er .vid A.ssrx�iatex Ultraliner, Ioc. Dam 29Ju1-11 TRALIl�R PVC ALLOy PIPELINER Design Considerations for Liner 'Ihickness and Flow Characteristics Ultraliner, Inc. Oxford, Alabama Rryuexinf by Lirntrrga and A.nociarrs Ultraliner, Inc. Tal�ie of nntPntc Title Page Table of Contents Desi2n References General Design Assumptions Properties of Materials Pipe Loading External Pressure Thickness Required for Bucl:ling Pressure Partially Deteriorated Condition Fully Deteriorated Condition Thickness Required for Stiffness Deflection Ring-Bending S[ress Analysis Increase in Flow Capacity SUIIllTI$I'j' As calculated by Total Pressure As calculated by Hydrostatic Pressure 18 Inch Pipe Dare ?9-Ju1-11 l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Requestcd by Lienberger a�d A.ssociatn Ultraliner, Inc. Dah ?9Ju1-11 I w� �J I_l �� l� �_! w ' . Ni • : i' w"I!.�� • +, ' • yA ' i _��,� �1 i�J�1/ Zri��.is�._ �_., �. , � �� - - :� : :.e � � • • �NI � � Y ~I�i 9 . � :A" I ' � •' �.).lsJ �%_I. �R 1 �.1%_ 'J�%1� • • ' �� •• � ii �ii� i� � � :. : 1:� : ' i �.. : • 1�_ 3!Lw � 11��l--- � • �� ' � u .. :�. • •'1 - ..:• : �� : . I •.: • ' C_ ��,:� ii�- ��7 �� • 1 �y �-:� :�i : , : • � i- ' �- ••�� • •. ��I��l.. • r� i��- � ' :� : :+.i : • � (T�te: L�e of Utra}a�er P�C Alby Pipeima rrny urvohe e�gaeamg.jud�rterts �tich caunt be rrede wutxzu mtin� 1<na�lec�e of aIl alrfitias ��uiirg to a spac,�c �tall�ion Suxe U�almrr Inc. does mt act � a cQmtlGut m this �ud, �e.spa�ibility fnr � of ¢ifi�ration or advioe trlem to detemire suitabdIIy of t}� �xahrt for � a�pticatirn resLs solely v,rth the us�.) Requcmcd by Lienber¢a and Acaociacn Ultraliner, IoC. �,« z9.mi�i i General Design Assumptions Long-terni cr�ep reduction factor Design Life Structura] support from pavement Condition of host tunnel Structural support from host pipe Factor of safety Geometric stiffness enhancement factor (K) Ovality of host pipe Depth of water Type of soil Soil densitv Modulus of soil reaction Deflection lag facror .ing factor Tra�c ]oading Type of host pipe Manning coefficient of host pipe Slope of pipe H20 as specified (for use only with partially deteriorated design) I X 16,000 Traffic Loading at depths shalower than: (YRS) _ �%) _ (PCF) _ (PSI) _ (LBS) or 2 ft = �%) _ 0.5 50 nonc Fully deteriorated none 2 ' 2 dcpth of �ipe clay 140 1500 1.50 O.l l 16,000 0 Clay, OA13 0.15 Reques�ni by Lirnbcrgrr aid Acaociarc.. Ultraliner, IOC. ��rc >9-mi-i i �� 1 �� . . The Ultra(iner PVC Alloy Pipeliner to be provided for this project has the following physical characteristics Base Resin ASTM D 256 Izod impact ASTM D 638 Tensile strengd� ASTM D 638 Tensile modulus ASTM D 790 F7exural strength ASTM D 790 Flexural modulus Long-terrrt flexural modulus (reduced when so specified) As� D 6as L.A. GreenBook poly(vinyl chloride) homopolymcr (FI'-LB/IN) _ >15 (PSI) = 5000 (PSI) = 280,000 (PSI) = 5,000 (PSI) = 280,000 (PSI) = 140,000 Q�il'oa$ting lfls shown that Ultraliner PVC Alloy Pipeliner is resistant to stress-induced degradation. When installed in a supported environment such as a pipe liner, the service life should be comparable to that of typical PVC pipe.0 - Stephen Hookanson, Chief Chemical Engineer, Vista Chem ical). Heat deflection [emperature (F) = 140 Chemical resistance suitable for use under general sanitary sewer conditions 5 R��.«� e, �.�e�e�,RR �,a n.�.a�„� Uitraliner, Ioc. .al loading on pipe = dead load + surcharge loading fram traffic ( Wtot = Wc + Ws) Detern�ine the dead load (Wc) using the following formula: Wc =Cd*w*Bc*Bd (Eq 14, p.135, HP.P.) (LB�F1� Where: Cd = loading coefFicient Where: = ii-e^(-2*ku'*H/Bd))/(�'��) Date 29-Jul-II H = he�ght of soil above p�pe (F'I') Bd = trench width (�� _ w = soil de�sity �pC� Bc =tunnel width �� Therefore, dead load (Wc) �LB�.�.� Determine surcharge loading from traffic (Ws) using Hall�integration of Bousinesq�formula (modified to consider a point load equivalen[ to 2X H20) : Ws = Cs*P*F/L (Eq 2.13, p.29, B.P.D.) (LB/FT) Where: Cs = load coefficient P = concentrated load (LBS) F = impact factor L = unit length �� Therefore, surcharge toading from traffic (Ws) (LB/F"I') efore, rotal loading on pipe (Wtot) �I,B�� (LB/IN) Submittal Calculations ,.. my��.s�a b. ��e�n�.�n �,a n«a�y« for Cin nt Rrnmn. u�A Soil type = clay 3.72 23 1.50 O.13 140 1.50 1172.35 0.0033 I 6,0(� I ( 52.1'7 122453 102.04 6 280000 psi material PCF = 140 E's = 1500 %r Ovality = 2 Rn7u�cied b}� Lienberem m�f .4ccaiatrx [J�il'B�IOCI'. Inc. Ext�rnal Prp��ure nn Pim Datt 21Ju1-11 y T)PterinratPrl C'�ra��t� Pin� �'nnciitinn Where the host pipe is incapable of supporting the soil and surcharge loads, the pipeliner must support hydraulic, soil, and live loads. Determine the total external pressure on the pipe using the formula qt= Yw*Hw+Rw*Wc/D+Ws/D (Eq A.20, p.39, F.P.P.) Where: Wc = vertical soil load (LBS/F1� = Ys*H*D/144 (Eq A.10, p.31, F.P.P.) Thus,qt= Yw*Hw*12IN/FI'+Rw*Ys*H/144+Ws/(D*12IN/F1� Where: 1'W = specific weight of water HW = height of water above pipe Hydraulic Pressure = Yw*Hw* 12IN/FT H = height of soil Rw = water buoyancy facror (1 - 0.33*Hw/H) Ys = soil density Soil Pressure = Rw�`Ys*H/144 Ws = surcharge loading from traffic D = mean host pipe diameter Traffic load -WS/D Therefore, total external pressure on the pipe (qt) (LB/IN^3) iFr) (PSI) i�) (PCF) (PSI) (LB/FT) (IN) (PSI) (PSI) 0.0361 23 9.96 �� 0.67 140 14.98 52.17 18 0.24 25.19 7 Submittal Calculations 280000 psi material Reque.uni b�� Lirnber¢n and A�so�iatcs Ultraliner, Inc. � � � \ � � � � � � � � � � Partiall� T�eterinrat cl i� ei�n C'nnditinn; (as defined in the industry) The existing pipe can support the soil and surcharge loads throughout the design life of the rehabilitated pipe and the soil adjacent to the existing p ipe must provide adequate side support. The conduit may have longitudinal cracks and some distortion of the diameter. Note: Ultraliner, Inc. typically inclades surcharge loads in its partiall,y deteriorated design. [f the host tunnel is truly capable of handling the surcharge loads, please request caiculations for infiltration sealing only. Determ ine the thickness required for buckling pressure using the formula: P=(2*K*EI)/(1-v^2)*1/(DR-1)^3*C/N (Eq Xl.l ASTM F 1216-93) Where: DR = standard dimension ratio D = outside diameter of pipeliner � = pipeliner [hickness Structural support from host pipe Thus, tb = D/((2�K'�EI"G(P'�N*(1-v^2)))^(1/3)+1)) Where: D C 9 K EI N P v CONCLUSION: = mean inside diameter of host pipe = ovality reduction factor ((1-q/100)/(l+q/100)^2)^3 _ % ovality of host pipe = geometric stiffness enhancement factor of the tunnel = long-term flexurai modalus of elasticiry = facror of safery = hydratilic and surcharge pressure on the pipe = Poisson's ratio Therefore, the minimum liner thickness for consideration of buckling pressure The thickness is greater than the recommended minimum. Date 29-Jul-II (D/t) (�) (IN) (IN) (IN) DR for partially deteriorated design Refer to fully deteriorated desigu for the maximum recommended SDR. 35.00 18 0.5 I 43 nonc 18 0.3353 2 7 140,000 ? 10.21 0.38 (IN) 0.3876 >/= 0.3876 = 46.44 Rrquc«eJ by Lirnberger md q,cco�iairx Ultratiner, Inc. � 1 • 1' ►'� ' 1 � j � �� .,rc ze�mt-i t Fnllv l�Pt ri�r^rPrl ne�'gn C'nnriirinn; (as defined in the indus[ry) The existing pipe is not structurally sound and cannot support soil and live loads or is expected to reach this condition over the design life of the rounded P VC pipe. This condition is evident when sections of the existing pipe are missing, the existing pipe has ]ost its original shape, or the exis[ing pipe has corroded due to the effects of the fluid, a[mosphere, or soil. Determine [he [hickness required for buckling pressure using the formula: qt = C/N*(32*Rw*B? E�*(E1*UD^3))^(1/2) (Eq X1.3 ASTM F 1216-93) Where: I = moment of inertia of pipeliner wall = (t^3)/12 Where: � = wall diicl:ness of liner pipe Thus, tb = 0.721 y`D*((N*qt/C)^2/(El*Rw*B'*Es))^(1/3) Where: D = mean inside diameter of host pipe N = factor of safety qt = total external pressure on the pipe q =%n ovality of host pipe C = ovality reduction factor ((1-q/100)/(l+q/100)^2)^3 Hw' = height of water above rop of pipe 1� = height of soil above top of pipe R�v = water buoyancy factor =1-033*Hw/H B' = coefticient of elastic support = 1/(1+4e^(-0.065*H)) E's = modulus of soil reaction El = long-term flexural modulus of elasticity Therefore, the minimum liner thickness for consideration of buckling pressure CONCLUSION: The thickoess is greater thao the recomme�ded minimum. (IN) (PSI) �%) iFT) i�'r) (IN�`LB) (PSI) (PSI) � � (IN) 0.5143 >/_ The maximum rccommended SDR ]8 � 25.19 2 0.8353 23 23 0.67 O.S271 1500 l 40,000 0.47� (IN) 0.474f3 37.91 i 1 �� 1 w► \�:.1 . I la.l 1; � I I I 1�s► Date 29-JuI�II l��rir�e �the lirier thidmec� is �.�efar tl� recgurod rrirrimun�s �ing tt� fc�nn�la: (Il��1.4ASrIlV�1216-SB) pipeliner stiffness (ps) = E*Id/D^3 = E/(12*SDR^3) (IN*LB) Where: E = modulus of elasticity (PSI) Id = moment of inertia of pipeliner wall (t^3/12) (IN^3) D = mean inside diameter of host pipe �� SDR = standard dimension ratio of pipeliner Thus, [he pipeliner stiffness (ps) (IN*LB) CONCLUSION: The stitFness is grcater than the recommended minimum. (IN*LB) 0.5442 Recommeoded maadmum SDR >/= 0.093 = 280,000 = 0.0113 = 0.83.58 = 35 = 0.5442 >�= 0.093 = 63.07 l0 Requextni b� ��,�.,g�„�a.��t,�ar� Ultraliner, Inc. o„� 2,,-,��-� � D�cti�n - A� CalcnlatPrl h Tntal FYtPrn�l Praecnrn �'ermine deflection of pipeliner using the Iowa Formula: �Iooy/D = (D1*K*qt*100)/(0.149*F/oy+0.061*E? Where: F/oy = 6.7*E1*I/r^3 Thus, �looylD =(D1*K*qt*100)/(E*Ur^3+0.061*E? (Eq 28, p.164, H.P.P.) Where: % y/D = % deflection �%� Dl = deflection lag factor K = bedding factor qt = total extemal pressure on pipe �psi� E = flexural modulus of elasticity �pSJ� r = radius �� = pipeliner thickness �� 1 = moment of inertia of pipeliner wall (IN^3) N = safety factor E' = modulus of soil reaction (PSI) Therefore, percent deflection (%y/D) �%� (Note: For the sake of conservatism in design this number should not exceed 7.5%) Ivlaximum deflection (IN) �IN� Note: Due to their more compliant nature, lower stiffness liner pipes develop less ring bending stress upon deflection, and therefore can structurally handle an even greater percentage of deflection. The recommended maximum allowable deflection for the higher stiffness D-3034 sewer pipes as pubished in the UniBell Handbook of PVC Pipe is 7.5%. In any case, in the real world (whatever that may be) deflection should be immeasurable in an installed liner pipe. CnNCLUSION: The deformation is less than the recommended maximum. = Lj = 0.11 = 2_5.19 = 280.000 = 9 = O.�t43 = 0.0113 = 2 = IJOO = 4.34 = 0.7804 (%) 4.34 d= Note: The deflection calculations do not take into consideration [he enhancement of the geometric stiffness provided by side wall support. Additionally, the soil modulus is determined by back calculation with data collected from trenched instalations prior to soil consolidation. Furthermore, handling and backfill pressures, which account for the majority of the predicted deflection, are not a factor in a trenchless installation. In a trenchless installation, the actual def7ection should be immeasurable. The deflection calculations are, however, informative in helping to determine the maximum gotential ring-bending stress to which the pipe may be subjected under the prescribed loading conditions. 6.51 11 Submittal Calculations 280000 psi matcrial as mquesmd by Lienberger and Accmia�cc RryursiN b�� Lirn6er¢a aid A.�SQia�cs Ultraliner, Ioc. '• �� 1 � � � � • • Determine deflection of pipeliner using the Iowa Formula: %oy/D = (D1* K�qt* 100)/(0.149*F/oy+ 0.061 *E? Where: F/oy = 6.7*E1*Id/r^3 Thus, �Iooy/D = (Dl*K*q*100)/(EI*Id/r^3+0.061*E? Where: 9e y/D = % deflection D� = deflection lag factor K = bedding factor q = hydraulic pressure on pipe El = long-term flexural mod 1 f I (Eq 28, p.164, H.P.P.) u us o e asuc�ty � = radius � = pipeliner thickness Id = moment of inertia of pipeliner wall (M3/12) D�rc 29-Jul�l I (%) = 1.5 = 0.11 (PSI) = 9.96 (PSI) = 140,000 (�) = 9 iIN) = 0.5143 (IN^3) = 0.0113 E' = modulus of soil reaclion �psi� Therefore, pereent deflection (%y/D) �%� Recommended maximum percent deflection (% ya) �%� (Note: For the sake of conservatism in design this number should not exceed 7.5%o) Note: Due to their more compliant nature, lower stiffness liner pipes develop less ring berxiing stress upon deflection, and therefore can structurally handle an even greater percentage of �flection. The recommended maxirr�um allowable deflection for the higher stiffness D-3034 sewer pipes as pubished in the UniBell Handbook of PVC Pipe is 7.5%. In any case, in the real d(whatever that may be) deflection should be immeasurable in an installed liner pipe. CONCLUSION: The deformation is less thao the recommended maaeimum. (%) 1.75 Note: The deflection calculations do not take into consideration the enhancement of the geometric stiffness provided by side wall support. Additionally, the soil modulus is de[ermined by back calculation wi[h data collected from trenched instalations prior to soil consolidation. Furthermore, handling and backfil] pressures, which account for the majority of the predicted deflection, are not a factor in a trenchless installation. In a trenchless installation, the actual deflection should be immeasurable. The deflection calculations are, however, informative in helping to determine the maximum potentia] ring-bending stress to which the pipe may be subjected under the prescribed loading conditions. c,.i._...:a�„� !`..�,...�,.a:,..�,. � d= I500 1.75 6.5 l 6.51 12 Requn�ed br Lienbergn and A.voc�'ate. Oltraliner, Inc. �t� � � � � � � Date >_Y�Ju6i1 Determine if thickness is adequate to resist ring-bending stresses using the formula: Ob = Df*E*ya*t/D^2 (Eq A.6, p.27, F.P.P.) Where: Ob = maximum ring-bending stress due to deflection (PSI) t = liner thickness �IN� Df - shape factor (Table A.1, p.28, F.P.P.) E = modulus of elasticity (PSI) Ring-bending stress analysis requires the use of initia] ma[eria] streng[hs. Use of long- term strength values is not only inappropriate, but also extremely unconservative. Ya = maximum allowable deflection �IN� � = diameter of pipeliner �� Thus, maximum ring-bending stress due to deflection (Ob) (PSI) Determine the ring-bending strength of the pipeliner using the formula: Ob < SbN Where: Sb = ring-bending strength of pipeliner (PS1) N = factor of safety Thus, the ring-bending strength of the pipeliner (PSI) CONCLUSION: Use of a modulus reduction factor is recomme�ded. Determine [he minimum recommended SDR using [heformula: DR = D/(Ob*D^2/(Df*E*ya)) = 0.5143 = 3 = 280,(�0 = 0.7804 = 18 = 2774.81 = 5000 _ � = 2500 (PSI) 2500 >/- 2774.81 c..�....:a�,.� n..�,...i..�:....,. 13 Requuied by Lirnhrgv mid A..soriairs Ultraliner, IOC. o�rc iv-mi-i i Increas . in Fl�w Canaritv w Capacity = Mean Flow Velocity * Flow Area (Q - V*A) (Eq 93, p.240, H.P.P.) Where: Q = Flow Capacity V- 1.486 * R^(2/3) * s^(1/2)/ n Therefore, Q = 1.486*A*R^(2/3)*s^(1/2) /n where: ID. = inside diameter of pipe host line (FT) - 1.5000 lined line (F"T) = 1.41 R = hydraulic radius (ID/4) host line (FT) = 0.3750 lined line (FT) = 0.3536 s = slope of pipeline (%) = 0.15 n = Manning's coefficient host line: Clay = 0.013 linedline: = 0.009 P• = F7ow Area of the pipe (cu*ID^2*Pi /4) where: cu = capacity being atilized = gso�� host line (FT^2) = i.5021 lined line (F'T^2) = L3353 (F'T^3/sec) (GAL/min) Therefore, Q for host line - 34.58 = (5167.03 linedline - 42.70 = IR726.SS Change in Q = 3559.50 Therefore, Increase in Flow Capacity (Q) (%) = 23.47 CONCLUSION: Despite the slight decrease in interoal diameter, thcre is a substantial increase in tlow. (Note: Ultraliner PVC Alloy Pipeliner is manufactured with a M anning�flcoefficient of 0.009. Due to Ultraliner PVC Alloy Pipeliner's extremely tight fit, the pipeliner wiLl conform to abnormalities in the host pipe which can affect flow rates. In order to pro�-ide a faircomparison between materials, the previous flow calculations follow the industry standard practice of disregarding the eCfects of such abnormalities, which will vary from installation to installation, and ser�-e on(y as evidence of flow rate increases due to the change in smoothness of the interior surface of the li�e. This provides the specifier with a more accurate and direct comparison between products.) For a more precise calculation of expected flow rates, it is suggested tha[ a M anning�gcoefficient of 0.010 be used to account for the effects of the host pipe�abnormalities on the Manning�coefficient of the installed pipeliner. where: ID. = inside diameter of pipe host line = l.50f� lined line = 1.41 R = hydraulic radius (ID/4) hos[ line = 0.3750 lined line = 0.3536 s = slope of pipeline = 0. l5 n = Manning's ccefficient host line: Clay = 0.013 lined line: = p �� A = Flow Area of the pipe ( cu*ID^2*Pi /4) host line (FI'^2) = 1.5021 lined line (FT^2) = I .3353 (FT^3/sec) (GAL/min) ThPrrfnrr (1 fnr hnct linr = �d 5R = 1 51 �7 (1R � 1 ♦ • � as requested by Lienberger and Associates Ultraliner Inc. Summary IS Liner characteristics: July 29, 2011 18 Inch Pi e Location: 1-2 2-3 3-4 4-5 Cell Classification 16223 ASTM F 1504 5-6 Final wall thickness (Il� 0.5143 0.5143 0.5143 0.5143 0.5143 Final Liner SDR 35.00 35.00 Fully deteriorated condition SDR must not exceed: 35•� 35.00 35.00 37.91 41.09 45.53 52.34 64.11 SDR preferably will not be less than: 23.31 19.34 15.40 I 1.51 7.76 as specitied Long-term flexural modulus (PSI) 140,000 140,000 140,000 140,000 140,000 F7exuralstren PSI 5000 5000 5000 5000 5000 Couditions: Size of host pipe (IN) 18.00 18.00 18.00 18.00 18.00 Depth of pipe (FT) 23.00 19.00 I5.00 11.00 7,p�� Depth of water (FT') 23.00 19.00 Ovaliry 15.00 11.00 7.00 (%) 2.� 2.00 Soil density (PCF) 140 2�00 2�00 � 00 140 140 140 140 Soil modulus (PSI) 1500 1500 1500 1500 1500 Live loading (LBS) 16,000 ]6,000 16,000 16,000 16,000 Impact Factor 1 1 Safet factor 1 1 1 Pipe Loading: 2.� 2.00 2.00 2.00 2.00 Dead load (LB/FT) 1172.35 1151.07 ll08.03 1021.03 845.12 Surchargeload (LB/FT) 52.17 63.16 80.00 109.09 171.43 Total loadin on i e LB/FT 122453 1214.23 1188.03 1130.12 1016.55 E�eroal Pressurc: Hydrostatic pressure (PSI) 9.96 $,23 Total extcrnal ressure 6.50 4.77 3.03 (�I) 25.19 20.90 16.64 12.44 8.39 Thickness Required for Buckling Pressure: Partially Deteriorated Coodition: The thiclrness is greater than the recommended minimum. Lincr thickness (Il� 0.5143 0.5143 0.5143 0.5143 0.5143 Recommended minimum (IIV) 0.3876 0.3655 0.3406 0.3123 0.2812 � USE Fully DMeriorated Condition: The thiclrness is greater than the recommended minimum. Liner thickness (Il� 0.5143 0.5143 0.5143 0.5143 O.S143 Recommended minimum IN 0.4748 0.4381 0.3954 0.3439 02308 - .ness Required for Stiffness: The stiffness is greater than the recommended minimum. Pipcliner stiffncss (IN*LB) 0.5442 0.5442 0.5442 0.5442 0.5442 Recommended minimum IN*LB 0.0930 0.0930 0.0930 0.0930 0.0930 Total Load Detlection: The deformation is less than the recommended maximum. Pipeliner deformatioa (%) 4.34 3.60 2.86 2.14 1.44 Recommended maximum %n 6.51 6.51 6.51 6.51 6.S l Hydrostatic Load Deflection: The deformation is less than the recommended maximum. Pipeliner deformatioo (%) 1.75 1.45 1.14 Recommended maximum �•84 0.53 % 6.51 6.51 6.51 6.51 6.51 Ring-Bending Stress: Use of a modulus reduction factor is recommended. Pipeliner Strength (PSI) 5000 5000 5000 5000 5000 as specified Recommended minimum (PSI) 2775 2302 1833 1370 924 Deflection used ro calculate % 4.34 3.60 2.86 2.14 �.44 Flow Capacitp: Despite the slight decrease in intemal diameter, there is a substantial increase in flow. Predicted increase (%) 23.47 23.47 23.47 23.47 23.47 Ex ctedincrease % 11.12 11.12 11.12 11.12 11,12 �� r' F F'q>irt� l�ii�f- A r� . ,�� ,;SYsr. � .y�' � ; . t d :7 '� . �-. ��t �� r ��, ��Y�� i �� J�� y � � � � � - Transmitt Form +� � ..�_ < ..�._.,� ,..... ,_. _ r - , .� � ... � .., ....: ...,�..: �': ;: " al Company Name �.��y b� `6�.�,,�c� Date: �� ZS Z� �l Address �:�� j �,IZ��:�� ...��, '�-� _ Company: ��c�as-c City, State, Zip_� �", � '•w A. . `�, � o S ? Attention: � `�4, �`, '� �, : a� Phone Number � ZS , `�'3�. "j 2� �,pl, 't , � From: �1�,��,�,�s� Project name: �-1�C�1��> �a,,,, ,�Z �� t',' �'' �_ � i _3 S��` - , Subject: S �/V� �e � � � f��,�� We are sending you: Via: For your: ❑ Records %��(Jse and information ,�-Approval �Review and comment ❑ Use and distribution ❑ Under separate cover ��Express Mail ❑ FAX Memo; ' � : Signed: � J� \..��s,� , c� �Attached ❑ US Mail ❑ Hand Delivery ❑ FEDEX ❑ UPS ❑ Other ��(MAIZKETING Submittals.doc Designation: F1504 —10 An American National Standard Standard Specification for Folded Poly(Vinyt Chloride) (PVC) Pipe for Existing Sewer and Conduit RehabiBitaiion' This standard is issued under the fixed de.signation F1504; the number immediately folloa>ing the desi,,anation indicates the ye.ar of original adopaon or, in the case of revision, the year of last revision. A number in parentheses indicaies the year of lasc reapproval. A superscript cpsilon (E) indicatcs an cditorial changc sincc thc last rcvision or rcapprovaL 1. Scope* 1.1 Tlus specification covers requirements and test methods for materials, dimensions, workmanship, flattening resistance, impact resistance, pipe stiffness, extrusion quality, and a form of marking for folded (vinyl chloride) (PVC) pipe for eaisting sewer and conduit rehabilitation. 1.2 Pipe produced to this specification is for use in non- pressure sewer and conduit rehabilitation where the folded PVC pipe is inserted into and then expanded to conform to the wall of the original conduit forming a new structural pipe- within-a-pipe. No� 1 For installation procedures refer [o Practice F7947 1.3 This specifieation includes pipe made only from mate- rials speeified in Section 6. This specification does not include pipe manufactured froin reprocessed, recycled, or reclauned pVC. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI uni[s.that are provided for informa[ion only and are not considered standard. 1.5 The following precautionary statement pertains to the test metliod portion only, Section 11, of this specification: This standard does not purpart to address all of the safety concerns, if utty, ussociuted with its use. It is tfte respu�tsibtlity uf the user of tl�is ,ctunrlurd to estuhli,ch uppropriute ,rufety uiul heulth practices cind detennine tl�.e appli.cal�ility of regulatory limita- tio��.s prior to use. 2. Referenced Documents 2,1 ASTM Standards: z D618 F'ractice for Conditioning Plasties for Testing D790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ' This specification is under the jurisdic[ion ofASTM Committee Fl7 on Plastic Piping Systems and is the d'u•ect responsibility of Subcommittec F17.67 oa Trcnchless Plastic Pipeline Technology. Currznt edition approved Nov_ 15, 2010. Published Ianuary 2011. Origina(Iy approved in 1994. Last ptevious edidon approved in 2002 as F15Q4-02. DOI: 10.1520lF1504-10. = For referenced ASTM standa�ds, visit the ASTM website, www.astm.org, or wntact AS1M C�s[omer Seivice at serviceCd'astm,org. For Annvu! Buuk ufASTM Standards volume infortnazion, refcr to the standard's Document Summary page on thc ASTM wehsite. D1600 Terminology for Abbreviated Terms Relating to Plastics D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds F1947 Practice for Installation of Folded Poly (Vinyl Chlo- ride) (PVC) Pipe into Existing Sewers and Conduits D2122 Test Method for Deterniining Dimensions of Ther- moplastic Pipe and Fittings D2152 Test Method for Adequacy of Fusion of Extruded Poly(Vnyl Chloride) (PVC) Pipe and Molded Fittings by Acerone Innnersion D2412 Test Method for Detenninatioi� of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading D2444 Test Method for Deteniunation of the Impact Resis- tance of Thermoplastic Pipe avd Fittings by Means of a Tup (Falling Weight) F412 Tern�inology Relating to Plastic Pipin� Systems F1057 Practice for Estiniatuig the Qualiry of Ex[ruded Poly (Vinyl Chloride) (PVC) Pipe by the Heat Reversion Tech- nique 2.2 Federal Standard: Fed. Std. No. 123 Marking for Shipment (Civil Agencies)3 2.3 Military Standard: 1V�n.-STD-129 Marking for Shipment and Storage3 3. Terminology 3.1 Generul—Abbreviations used in this specification are in accordance with Tenninology D1600 and definitions are in accordance with Terminology F412 unless otherwise indicated. 3.2 Definitions of Terms Specific to This Standard: 3.2.1 folded pipe—pipe that has been manufactured in a folded shape or that is subsequently folded for use in existing sewer and conduit rehabilitation. See Fig. 1. 3.2.2 rounded pipe—A rounded pipe is a sample for test purposes fonned when the folded pipe has been inserted into a circular casing pipe and expanded with heat and pressure to fit tightly to the casing pipe taking a circular cross section, in accordance wi[h Section 10_ See Fig. 1. 3 Av2ilable from Standardization Documents Ordzr Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:l/ dodssp. daps.dla.mil. *A Summary of Changes section appears at the end of this standard. Copyright 0 ASTtd Intemational, 70D Barr Harbor Drive, PO Box C700, Wesl Conshohocken, PA 79a2&2959, United States_ Copyrioht by ASTM inYl (all riglits reserved); Wed 7ul 27 I5:14:03 EDT 201 I 1 Downloaded/printed by 7anice Williams (IJ1lraliner,+inc,) p�u•suant m License Agreement. No fierther reproductions authorizecL F1504 -10 Ncrre-This figure is intended only for clarification of terms specific to this speciiication and shows a representative folded pipe shape. Other folded pipe shapes may mee[ the requirements of this specification. FIG. 1 Fotded Pipe and Rounded Pipe--Cfarification of Terms 4. 5ignificance and Use 4.1 The requirements of this specification are intended to provide foided pipe snitable for the rehabilitation of existing pipelines and conduits conveying seu�age, process flow, and stonn water, under non-pressure conditions, [hrough the heac- ing, insertion, and expansion of the folded pipe. NorE 2-Industrial waste disposal lines should be installed only with the specific approval of the cognizant code authority since chemicals not commonly found in drains and sewers and temperatures in excess of 140°F (60aC) may be encoun�ered. 5. Application of Materials 5.1 The nonunal folded PVC pipe sizes specified in Section 8 are applicable for a range of original pipe i�tside diameters. Table 1 lists the recommended ranges for each nominal size. 6. Materials and Manufacture 6.1 Bu.ric Muterruls-The pipe shall be made from virgin PVC compound meeting all the requirements for cell classifi- cations 12334, or 13223 as defined in Specification D1784. 6.2 Rework Material--Clean rework material, generated from the manufacturer's own PVC sewer pipe production may be used by the same manufacturer provided that the rework TABLE 1 Folded PVC Pipe, Recommended 5ize Ranges of Use NcrtE-The minimum and maximum recommended exisCing pipe inside diameters shown in Table 1 are mean iaside diameters along tlie pipe length and are not intended as absolute limits on localized dim�nsions. Consult the manufacturer for use of folded PVC pipe for sizes of ezistiag pipe beyond ttie recommended ranges shown in Table 1. Folded Pipe Recommended Existing Nominal Out- Pipe inside Diameter Resulting DR over Diameter Range side Diam- Range, in. (mm) eter, in. (mm) min max DR 50 DR 41 DR 35 4 (102) 3.7 (94) 4.2 (i0� ... ... 32-40 6(152) 5.6 (142) 6.3 (160) ... 38--46 32-40 8(203) 7.4 (iS8) 8,4 (213) 47-55 38-d6 32�40 9(229) 8,3 (211) 9.4 (239) 47�5 38-46 32-40 10 (254) 9.3 (236) 10.5 (267) 47�55 38--46 32-40 12 (305) 11.3 (287) 12.8 (325) 47-55 38-46 32-40 15 {387 ) 13.9 (353) 15.7 (399) 47-55 38-46 32-40 material meets the requirements of 6.1 and that the pipe produced meets all the requirements of tbis specification. 7. Other Requirements 7.1 Pipe Tlatte�tirtg There shall be no evidence of split- ting, cracking, or breaking when the rounded pipe is [ested in accordance with 11.3. 72 Pipe bnpczct Stren.gth-The impact strength of the rounded pipe shall not be less than the values given in Table 2 when tested in accordance with 11.4. No� 3-Tfiis test is intended vnly for use as a qualiry-control test, not as a simulated ser�ice [est. 73 Pipe Sti,�'ness-Pipe sti�ness values for the rounded pipe shall coinpiy with Table 3 when [ested in aecordance with 11.6. 7.4 Extrusion Quality-'The extrusion quality of the pipe shall be evaluated by both of the following test methods. 7.4.1 Acetorie hnmersion-The pipe shall not flake or dis- integrate when tes[ed in accordance with 11.6.1. 7.4_2 Hec�t Rever.�inn-The extrusion quality shall be esti- mated by heat reversion method in accordance with 11.6.2. 7.5 Flexural Propertie�-Flexural modulus of elasticity values for the rounded pipe shall comply with Table 4 when tested in accordance with 11.7. 8. Dimensions, Mass, and Permissible Variations 8.1 Rot.�nded Pipe Diameter-The average outside diameter of the rounded pipe shall meet the requirements given in Table 5 with a tolerance of i-1.0 % when measured in accordance with 11.2.1_ 8.2 Rounded Pipe Wall Th.ickness-The minimum wall thickness of the rounded pipe, when measured in accordance with 11.22, shall not be less than the values specified in Table 5. 9. Workmanship, �nisb, and Appearance 9.l The rounded and folded pipes shall be homogeneous throughout and free from visible cracks, holes, foreign inclu- sions, or other injurious defects. The pipe shall be as unifomi as commereially practical in color, opacity, density, and other physical properties. 10. Sampling 10.1 Rounded pipe sample preparat.ion shall involve the unfolding and expansion of a folded pipe sample wi[hin a split pipe mold with an inside diameter equal to the nominal outside diaineter shown in Table 2. A folded pipe sample of sufficient TABLE 2 Minimum Impact Strength at 73°F (23°C) Pipe Size, in. (mm) Impact Strength, ft-Ibf (J) 4 (1�2) 150 (203) 6 (152) 210 (284) 8 (203) 210 (284) 9 (229) 220 (299) 10 (254) 220 (299) 12 (305) 220 (299) 15 (381) 220 (299) Copyright by ASTM TnYI (all rights reseived); Wed Iul 27 15:14:03 EDT 201 I 2. Downloaded/printed by 7anice Williams (Ultraliner,+inc.}pursuant to License Agreement No fi¢ther reproductiuns authorized. F15Q4 - i U TABLE 3 Minimum Pipe Stiftness at 5% Deflection NorE Higher stiffness, due to hiaher moduli or lower DR, may also be available; consult the manufacturer. Pipe Stiftness, psi (kPa) Pipe Size, in. (mm) PS-1A PS-28 DR 50 DR 41 DR 35 DR 50 DR 41 DR 35 4 (102) ... . .. 31 (219) ... . . . 36 (250) 6 (152) . . . 19 (134) 31 (219) . . 22 (153) 36 (25Q) 8 to 15 (203 to 381) 10 (73) 19 (134) 31 (219) 12 (83) 22 (153) 36 (250) A PS-t is for material with a minimum ce� classification of 13223 (280 000-psi (1.93 Gpa) minimum modulus). g PS-2 is for material with a minimum ce� dassification of 12334 (320 000-psi (2.21 Gpa) minimum modulus). TABLE 4 Rounded Pipe Flexural Properties Cell Classification Fiexural Modulus, psi (GPa) 13223 280 000 (1.93) 12334 320 OOQ (Z21) TABLE 5 Rou�ded Pipe Dimensions Outside Diameter, Minimum Wall Thickness, in. (mm) in. (mm) DR 50 DR 41 DR 35 4.000 (101.6) . .. ... 0.114 (2,9) 6.000 (152.4) . .. 0.146 (3.7) 0.171 (4.3) 5.000 (203.2) 0.160 (4.1) 0.195 (5.0) 0.229 (5.8) s.aoo (22a.s� o.tso (a,$) o.zis (s.s� o.zs� �s.$) 10.000 (254,0) 0,200 (5.1) 0.243 (6.2} 0286 (7.3) i2.000 �soa.$) o.2ao (s.7) o.2sz ��.a� o.sas �s.�) 15.000 (381.0) 0.300 (7.6) 0.365 (9.3) 0.429 (10.9) length (10 ft(3 m) maximutn) to coinplete the testin� require- ments shall be inserted into the split pipe mold and secured at the ends. The assembly shall then be placed in an enclosed chaviber for heating. Ambient pressure steam shall be applied to the chamber for at least a l5-min period at a minimum temperature of 200°F (93°C). While maintaining the minimum 200°F temperature, the foIded pipe shall then be rounded by applying internal steam pressure at 8 psig (55 kPa) for a period of 2 min. While maintauung the 8-psig internal pressure, transition to air pressure and cool the sample to 100�F (38°C) or less. Reinove the rounded sample from the mold for testing. 10.2 The frequency of sampling shall be as agreed upon between the purchaser and the seller. 103 Initial and retest samples shall be drawn from the same production shift. 11. Test Methods I1.1 Test Conditions--Conduct tests in the standard labora- toiy atmosphere of 73.4 �- 3.6°F (23 ± Z°C) and SO �- 5% relative humidity, with test speeimens conditioned in accor- dance with Procedure A of Practice D618, unless otherwise specified in the test methods or in this specification. 11.2 Rounded Pipe Di�nen,cions: 11.2.1 Pipe Dianaeters-Measure the outside diameter of the pipe in accordance with the applicable section of Test Method D21Z2. Either a tapered sleeve gage or a vernier circumferenrial wrap tape accurate to ±0.001 in. (±0.02 mm) -nay be used. 11.2.2 Wall T/zicknes,c-Measure the wail [hicl�ess in ac- cordance with the applicable sections of Test Method D2122. Make sufficient readings, a minimutn of six, to ensure that the minimum thickness has been determined. Use a cylindrical anvil tubing micrometer accurate to ±0.001 in. (±0.02 mm). 11.3 Pipe Flatteniiag-Fl atten three specimens of rounded pipe, 6-in. (150-mm) long, between parallel plates in a suitable press until the distance between the plates is 40 % of the outside diameter of the pipe. The rate of loading shall be uniform and such that the compression is completed within 2 to 5 min. Remove the load and examine the specimens for evidence of splitting, cracking, or breaking. 11.4 Irnpact Resistarace-Detern�ine the irupact resistance of the rounded pipe in accordance with the applicable section of Test Me[hod D2444, using a 20-1b (9-kg) Tup A and the flat plate Holder B. Test six specimens eaeh 6 in. (1�0 mm) lona at the impact levels given in Table 2. All shall pass. If one fails, test another six specimens; eleven passes out of twelve tested shall be acceptable. 11.5 Pipe Sii�$'iiess-Determine the pipe stiffness for rounded pipe specimens using Test Method D2412. Test three specimens, each 150 mm (6 in.) long. The pipe stiffness of each specimen at 5% deflection shall equal or exceed the minimum value listed in Table 3. 11.6 Extrusion Q�tality: 11.6.1 Acetone Immersiorx-Tests shall rttn in accordance with Test Method D2152 on rounded pipe samples. This procedure is used for detennining the extrusion quality of extruded PVC plastic pipe as indicated by reacrion to immer- sion in anhydrous acetone. It is applicable only for distinguish- ing between unfused and properly fused PVC. 11.6.2 Heat Reversion Tests shall be run in accordance with Practice F1057 on rounded pipe samples. The rounded pipe shall not exhibit any of the effects listed in the suggested Interpretation of Results in Practice F1057. 11.7 Fle,x�tral Pruperties-Tests shall be run on rounded pipe samples in accordance with Test Method I-Procedure A of Test Method D790. Test specimens shall be cut in the longitudinal direction and oriented on the test machine with the interior surface of the rounded sampie against the loading supports_ 12. Inspection 12.1 Inspection of the material shall be made as agreed upon between the purchaser and the seller as part of the purchase contract Copyrioht by ASTM InYI (all riglits reserved); Wed Jul 27 15:14:03 EDT 201 I 3 Downloaded/printed by Janice Williams (U]d�aliner,+Inc.) pursuant tu License Agreement. No further reproductions au[horized. F1504 -10 13. Retest and Rejection 13.1 If the results of any iest(s) do not meet the requue- ments of this specification, the test(s) may be conducted again in accordance with an agreement between the purchaser and the seller. There shall be no agreement to lower the minimum requirement of die specification by such means as omitting tests that aze a part of the specification, substituting or modifying a test method, or by changing the specification limits. In retesting, the product requirements of this specifica- tion shall be mec, and the test methods designated in the specification shall be foliowed. If, upon retest, failure occurs, the quantity of product represented by the test(s) does not meet the requirements of this specification. 14. Certi6cation 14.1 When specified in the purchase order or contract, a manufacturer's certification shall be funushed to the purchaser that the material was manufactured, sampled, tested, and inspected in accordance with this specification, and has been found to meet the requirements. When specified in the pur- chase order or contract, a report of the test results shall be furnished. Each certification so fumished shall be signed by an authorized agent of the manufacturer. 15. Product Marking 15.1 Pipe in compliance with this specification shall be cleazly mazked at intervals of 5 ft(1.5 m) or less as follows: 15.1.1 Manufacturer's name or trademark and code, 15.12 Nomuial outside diameter, 15.13 The PVC cell classification, for example "12334," or "13223" 15.1.4 The legend "DR XX Folded PVC Pipe," 15.1.5 This designation "Specification F1504," and 15.1.6 Length ma.rker and linear distance label, for example: "15/yd" or "223/yd" ("15/m"). 16. Packaging 16.1 The full length and wall thickness of the folded PVC pipe is heated and coiled onto a reel in a continuous length for storage and shipping. The muumum diameter of the reel dnun or core shall meet the manufacturer's specifications. 17. Quality A.ssurance 17.1 When ihe product is marked with this ASTM designa- tion (F1504), the manufacturer affirms r1�at the product was manufactured, inspected, sampled, and tested in accordauce with this specification and has been found to meet the requirements of this specification. 18. Keywords 18.1 installation—underground; plastic pipe—therino- plas[ic; poly(vinyl chloride) (PVC) plastic pipe; rehabilitation SUPPLEMENTARY REQUIREMENTS GOVERNMENT/MILITARY PROCUREMENT These requirements apply only to federal/military procurement, not domestic sales or transfers. Sl. Responsibility for Tnspection S 1.1 Unless otherwise specified in the contract or purchase order, the producer is responsible for the perfonnance of all inspection and test requireinents specified herein. The producer may use his own or any other suitable facilities for the performance of the inspecuon and test requirements herein, unless khe purchaser disapproves. The purchaser shall have the right [o perform any of the inspections and tests set forth in this specification where such inspections are deemed necessary to ensure that material conforms to prescribed requirements. No� S1.1—In U.S. federal contracts, the contractor is responsible for inspection. S2. Packaging and Marking for U.S. Government Procurement S2.1 Packaging—Unless otherwise specified in the con- tract, the materials shall be packaged in accordance with the supplier's standard practice in a manner ensuring arrival at destination in satisfactory condition and that will be acceptable to che carrier at lowest rates. Containers and packing shall comply with Uniform Freight Classification rules or National Motor Freight Classification rules. S2.2 Mctrking—Marking for shipment shall be in accor- dance with Fed. Std. No. 123 for civil agencies and MIL-STD- 129 for military agencies. No'tE S2.1—The inclusion of U.S. Govemment procurement requir� ments should not be construed as an indicadon that the U.S. Govemment ttses or endorses the produc[s described in this specifieation_ Copyri=ht by ASTM fnYl (all riglits reserved); Wed Jul 27 I5:14:03 EDT 201 I 4 Downloaded/printed by 7xnice Williams (LTltcaliner,+Inc.) ptusuant to License Agreement_ No further reproductious xuthorizecL � F1504 -10 SUMMARY OF CHANGES Committee F17 has identified the location of selected changes to this standard since the last issue (F1504-02) that may impact the use of this standard. (1) This revision covers a change in Section 1, Scope, Note 1 F1947, and a change to Section 4, Significance and Use, to include reference to the installation standard Practice FI947, clarification of langua�e. a change in Section 2, Referenced Documents to add Practice ASTM lniernationai takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. Users of this standard are expressly advised that determination of the validily of any such pafent righis, and the risk of infringemenf ot such rights, are eniirely their own responsibiiity. This standard is subject to revision at any time by the responsib/e fechnica! committee and must be �eviewed every five years and if not revised, either reapproved or withdrawn. Your commenis are invifed eiiher for revision of this standard or for addrtiona! standards and should be addressed fo ASTM lntemationa! Neadquarters. Youi comm8nts wiB receive carefuf considerafiort at a meeting of ihe responsible technical committee, which you may aitend. If you feel that your commenis have not received a fair hearing you shou/d make your views known to ti�e ASTM CommiBee on Standards, af the address shown below. This standard is copyrighted by ASTM Intemational, i00 Barr Harbor Drive, PO Box C7o0, Wesi Conshohocken, PA 19428-2959, United Sfafes. lndividual reprints (singie or muttiple copies) of this standard may be obtained by contacting ASTM at the above address or at 610-832-9585 (phone), 610-832-9555 (fax), or service�asim.org (e-maiQ; or through the ASTM website (knnvasim.org). Permission rights to photocopy the standard may also be secured from ihe ASTM website (www.astm.org/ COPYRl6HT�. Copyrioht by ASTM Int'I (all rights reserved); Wed 7ul 27 15:14:03 EDT 201 1 5 Downloaded/printed by Jxnice Williams (Lllh-alincr,+�c.) puravant to License Ageement. No further reproductions authoiized Designation: F187i —11 Standard Specification for Folded/Formed Poly (Vinyi Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation' An American National5tandard This standard is issued under thc fixed designa[ion F1871; the number immediacely following the designation indicates the year of original adopfion or, iu the case of revision, the year of last revision. A uumber in parentheses indicates the ycar of last reapproval. A supersaipt cpsilon (e) indicatcs au cditorial chan�c sincc thc last rcvision or rcapproval. 1. Scope 1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, flattening resistance, impact resistance, pipe stiffness, extrusion quality, and a form of marking for folded/formed poly (vinyl chloride) (PVC) pipe for e�tisting sewer and conduit rehabilitation. 1.2 Pipe produced to t}us specification is for use in non- pressure sewer and conduit rehabilitation where the folded PVC pipe is installed into and then expanded to provide a close fit to the wall of the original conduit, forniing a new structural pipe-within-a-pipe. No�re 1 For installation procedures refer to Practice F1867 13 This specification includes pipe made only from mate- rials specified in Section 6. This specification does not include pipe manufactured frotn reprocessed, recycled, or reclanned PVC. 1.4 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are provided for information only. 1_5 The following preeautionary statement pertains only to the [est method portion, Section 11, of this specification. This standard does n�t purpart ta address all of the safety concerns, if an�; associated with its use. It is i/te resporisibility of the user of this stundurd tv estublish uppropriute sufety uncl /ieulth pructice.s unrl �leterneine tlze upplicu.bility of regulutory lirnitu- ti.ons prior to use. 1.6 There is no similar or equivalent ISO Standard. 2. Referenced Documents 2. i ASTM Standards: Z D61 S Practice for Conditioning Plastics for Testing D638 Test Method for Tensile Properties of Plastics D648 Test Method for Deflection Temperature of Plastics 1 This s[andard is nnder Lhe jurisdiction of Commi[Cee F17 on Plas[ic Piping Systems and is the direct responsibility of Snbcomcnictee F17.6? on Trenchlcss Plas[ic Pipeline Technoloey. Cuirent edi6on approved April 1, 2011. R�blished May 2Q�?. Origie�aily approved in 1998. Last pre�ious edition approved in 20D2 as F1871-02`' which was withdraum January 2011 and reins[ated in April 2011. DOI: 10.1520/F7871-11. '-For referenced ASTM standards, cisit [he ASTM website, wanv.as[m,org, or contact ASTM �stomer Seivice at service@astm.org. For A�uruul Buuk ufASTM Standards volume info�nation, refec to the standard's Document Summary pagc on thc ASTM websitc. Under Flexural Load in the Edgewise Position D790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials D1600 Ternunology for Abbreviated Tenns Rela[ing to Plastics D1784 Specification for Rigid PoIy(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds D2122 Test Method for Detemiining Dimensions of Ther- moplastic Pipe and Fittings D2152 Test Method for Adequacy of Fusion of Extruded Poly(Vnyl Chloride) (PVC) Pipe and Moided Fittings by Acetone hmnersion D2412 Test Nfethod for De[ermination of Extemal Loading Charac[eristics of Plastie Pipe by ParalleL-Plate Loading D2444 Test Meihod far Determination of the Impact Resis- tance of Thermoplastic Pipe and Fittings by Means of a Tup (Falling Weight) F412 Terniuiology Relating to Plastic Piping Systems F105? Practice for Estimating the Quali[y of Extrttded Poly �nyl Chloride) (PVC) Pipe by the Heat Reversion Tech- nique F1867 Practice for Installation of Folded/f�onned Poly (Vi- nyl Chloride) (PVC) Pipe Type A for Existing Sewer and Condui[ Rehabilitation 2.2 Federul Stundard:3 Fed. Std. No. 123 Marking for Shipment (Civil Agencies) 23 Mili.tary Standa�d:3 MIL.-STD-129 Marking for Shipment and Storage 3. Terminology 3.1 Defi�aitions: Definitions are in accordance with Tenni- nology F412, and abbreviations are in accordance with Temu- nology D1600, unless otherwise specified. The abbreviation for poly(vinyl chloride) plastics is PVC. 3.l .l The term TYPE A is not an abbreviation, but rather an arbitrary designarion for PVC compounds with a minimuni value for modulus in tension as lis�ed in 6.1 and a maximum value as defined by cell liuut 1 oi Specification D1784. 3 Available froin Standardization Documents Ordcr Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:// dodssp.daps. dla.mil. CopyrigM 0 ASTM Intemational, 100 Ban Harbor Drive, PO Box C700, West Conshohocken, PA 1942&2959, United States. Copyri�ht by ASTM [nt9 (all rights rese�ved); Wed Jul 27 15:14:02 EDT 201 1 1 Downloadedfprinted by Janice Williams (Ulh-dliner,+inc.) pursuant m License Agreement. No further reproducrions xu[horized. F1871 -11 32 Definitions of Tenns Specific ta Tlais Standard: 3_Z.1 fnlded pipe, n—pipe that has been manufactured and calibrated round, then subsequently cooled and deforrned into a folded shape for use in existing sewer and conduit rehabili- tation (see Fig. 1). 3.2.2 formed pipe, n—A folded pipe tha[ has been inser[ed into an existing sewer or conduit and expanded with steam heat and pressure, and, if required by the manufacturer, with a squeegee device or similar device to provide a close fi[ to the existing pipe (see Fig. 1). 3.2.3 formed freld sarnple, ri A formed field sample is formed when the folded pipe has been inserted into a moid pipe and e�panded with steam heat and pressure, and, if required by the manufacturer, with a squeegee device or similar device [o provide a close fit [o the mold pipe. 4. Significance and Use 4.1 This specification is for use by designers and specifiers, regulatory agencies, owners, and inspec[ion organizations who are uivolved in the rehabilita[ion of non-pressure sewers and conduits. Modifications may be required, dependino on specific job conditions to establish a project specification. The manu- facturer of the product should be consulted for desigu and installation information. Industrial waste disposal lines should be installed only with the specific approval of the cognizant code autho�ity, since chemicals not eommonly found in drains and sewers and temperatures in excess of 140°F (60�C) may be encountered. 5. Applications of Material 5.1 The nominal folded PVC pipe sizes specified in Section 8 can be obtained for use in a range of original pipe inside diame[ers. Table 1 presents recommended ranaes that are available for each nominal size. 6. Materials and Manufacture 6.1 Bcrsic Materinls—The pipe shall be made from virgin PVC compound mee[ing ali the requuements for cell classifi- cation 12111 as defined in Specificatic�n D 1784 and with minimum physical properties as listed below: Tensile Strength Test Method D638 3 600 PSI (25 MPa) Tensiia Modulus Test Method Dfi38 155 000 PSI (1069 MPa) Flexural Strength Test Method D790 4 10o PSI (28 MPaj Flexurai Modulus Test Method �790 145 000 PSI (1000 MPa) Heat Deflection Test Method D648 115°F (46°C) Temperature tested at (2 MPa) 264 psi 6.1.1 Compounds meeting the above minimum properties that have different cell classifications because one or more properues are greater tl�an those of the specified compounds are also acceptable, except modulus in tension shall not exceed 280 000 psi. Copyright by ASTM inYl (all rigl�ts reserved); Wed Jul 27 15:14:02 EDT 201 1 Z Downloaded/printed by Janice Williams ([Jltraliner,+Iac.) purstaant to License Agreement. No furthcr rcproductions xuthorizecL NorE 1—This figure is in[ended only for clarification of terms specific to this specification, and shows a representative folded pipe shape. Other folded �ipe shapes may meet the requirements of t6is specification. FIG. 1 Folded Pipe and Formed Pipe—ClariTication of Terms F1871 -11 TABLE 1 Folded PVC Pipe Recommended Size Ranges of Use TABLE 3 Minimum Pipe Stiffness at 5% Deflection NorE-The minimum and maximum recommended existing pipe inside diameters sho�m are mean inside diame[ers along the pipe lengrh and are not intended as absolute liuuts on localized diutensions. Consult the manufacturer for use of foided PVC pipe for sizes of existing pipe beyond the recommended ianges shown. Folded Pipe Recommended Ebsting Resufting Installed DR Range NominalOui- Pipe side Diameter, Inside Diameter Range, in. (mm) in. (mm) fNin M� DR DR DR DR 26 32,5 35 41 4(102) s.s �sy� 4.1 (104) za-2� 31�8 s iisz) s.7 (i4s� s.y �yss� zs-z� 31-38 S(203) 7.6 (193) 8.2 {208) 25�27 31-38 34-36 9(229) 8.6 (218) 9.2 (234) 25-27 31-38 34-36 10 (254) 9.5 (241) 10.2 (259) 25-27 31-38 34-36 12 (305) 11.6 (295j 12.6 (320) 25-27 31-38 3436 i5 (381) 14.5 (368) 15.4 (391) 25-27 31-38 34-36 18 {457) 17.6 (447) 18,2 (462) 34-36 40-42 6.2 Rework Material-Clean rework material from this type of pipe, �enerated from tbe manufacturer's own production may be used by th� same manufacturer, provided that the rework material meets all the requirements of 6.1 and that the pipe produced meets all the requirements of this specification. 7. Other Requireme�its 7.1 Pipe Flatteni�t� There shall be no evidence of split- ting, eracking, or breaking when the rounded pipe is tested in accordance with 11.3. Z2 Pipe bnpact Streizgrh-The impact strength of rounded pipe shall not be less than the values given in Table 2 when tested in accordance wirh 11.4. NcrrE � This test is intended only for use as a quality control test, noc as a s'vnulated service test. 7.3 Pipe Stijjness-Pipe stiffness values for the rounded pipe shall comply with Table 3, when tested in accordance with 11.5. 7.4 Extnesion Qirality-The extrusion quality of the pipe shall be evaluated by both of the following test methods. 7.4.1 Acetone bnmersion-The pipe shall not flake or dis- integrate when tested in accordance with 11.6.1. 7.4.2 Heat Reversion-The extrusion quality shall be esti- mated by heat reversion method in accordance with 11.6.2. 7.5 Flezural Pruperti.e.s-Flexural modulus of elasticiry values for the rounded pipe shall comply with 6.1. 8. Dimensions, Mass, and Permissible Variations 8.l Formed Pipe Diameter-The average outside diameter of the formed pipe shall meet the requirements given in Table TABLE 2 Minimum Impact Strength at 73°F (23°C) Pipe Size, in. (mm) Impact 5trength, ft-Ibf (J) 4 (102) 150 (203) 6 (152) 270 (284) 8 (203) 210 (284) s (z2s) 220 (2ss) 10 (254) 220 (299) i z (aos) 220 �2ss) 15 (381) 220 (299) 18 {q57) 220 (299) Pipe Size, in. (mm) Pipe Stiffness, psi (kPa) DR 26 DR 32.5 DR 35 DR 47 4(102}-18(457) 47 22 16.5 11 (281.9) (751.3) (713.7) (75.6) 4 with a tolerance of plus or minus 1.0 %a when measured in accordance with 11.2.1. 8.2 Formed Pipe wall thicl:ness of the rounded pipe, when measured in accordance with 11.2.2, shall not be less than the values specified in Table 4. 9. Workmanship, Finish, and Appearance 9.1 The formed pipe shall be homogeneous throughout and free from visible cracks, holes, foreign inclusions, or other injurious dzfects. The pipe shall be as uniform as commercially practical in color, opacity, deusity, and other physical proper- ties. 10. 5ampling 10.1 The formed pipe sample preparation shall involve the unfolding and expansion of a folded pipe sample within a split pipe mold with an inside diameter equal to the nominal outside diameter as shown in Table 4. A folded pipe sample of sufficient length, 10 ft(3 m) maximum, to complete the testing requirements shall be inserted into the split pipe mold and secured at the ends. Th� assembly shall then be placed in an enclosed chamber for heating. Ambient pressure steam shall be applied to the chamber for at least a 15-minute period at a mitumum temperature of 220°F (104°C). While maintaining the minimum 220°F temperature, the folded pipe shall then be formed by applying internal steam pressure at 5 psig (34 kPa) for a period of 2 minutes. While maintaining the 5 psig internal pressure, transition to air pressure and cool the sample to 100°F (38°C) or less. Remove the rounded sainple from the mold for tes[ing. 10.2 The frequency of sampling shall be as agreed upon by the purchaser and the seller. 103 Initial and retest samples shall be drawn from the same produc[ion shift. 11. Test Methods 11.1 Test Conditions-Conduct tests in the Standard Labo- ratory Atmosphere of 73.4 ± 3.6°F (23 ± 2°C) and 50 ± 5% TABLE 4 Formed Pipe Dimensions Nominal Minimum Wall Thickness, in. (mm) Outside Diameter, DR 26 DR 32.5 DR 35 DR 41 in. (mm) 4.00 (102) 0.154 (3.91) 0,123 (9.12} 6.00 (152) 0.231 (5.87) 0.185 (4.70) a.00 {2a3) o.aos �t.s2) ozas (szs) o.z2s (s.a) 9.00 (229) 0.346 (8.79) 0.277 (7,04) 0.257 (6.5� io.00 �zsa) o.sas (s.�a� o.aos ��,s2� o.zas ��.a) 12.00 (305) 0.462 (11.73) 0.369 (9.37) 0.343 (8.7) 15.00 (381) 0.576 (74.63) 0.462 (11.73) 0.429 (10.9) 18.00 (457) 0.439 (11.15) Copyriaht by ASTM fnYl (all rights reserved); Wed 7ul 27 I5:14:02 EDT 201 I 3 Downloaded/printed by Ianice Wilfiaws (LJl�alinrr,+inc.) pursuant to Licensc A�cement. No furth� reproductions authorizecl. Fy 871 -11 relative humiclity, with test specimens conditioned in accor- dance with Procedure A of Test Methods D618, unless other- w.ise specified in the test methods or in this specification. 11.2 Formed Pipe Dimensions: 11.2.t Pipe Diameters—Measure the outside diame[er of the pipe in accordance with the applicable section of Test Method D2122. Either a tapered sleeve gage or a vernier eircumferential wrap tape accurate to ±0,001 in. (+0.02 mm) may be nsed. 11.2.2 Wall Thickness—Measure the wall thickness in ac- cordance with the applicable sections of Test Method D2122. Make sufficient readings, a minimum of s�, to ensure that the minunum thickness has been detennined. Use a cylindrical anvil tubing micrometer accurate to -�0.001 in. (-�0.02 mtn). 11.3 Pipe Flattening Flatten three specimens of rounded pipe, 6 in. (152 mm) long, between parallel plates in a suitable press until the distance between tlie plates is 40 % of ihe outside diameter of the pipe. The ra[e of ]oading shall be uniform and such that the compression is comple[ed within 2 to 5 minutes_ Remove the load and exanune the specuuens for evidence of splitting, craekina, or breaking. 11.4 hnpact Resistance—Determine die impact resistance of the rounded pipe in accordance with the applicable section of Test Method D24-44, using a 20-Ib (9 kg) Tup A and the flat plate Holder B. Test six specimens each 6 in. (152 nu►i) long at the impact levels given in Table 2. All shall pass. If one fails, test another six specimens. Eleven passes out of l2 tested shall be acceptable. 11.5 Pipe Stiffizes.c—Determine the pipe stiffness for �unded pipe specimens using Test Method D2412. Test ttuee �pecimens, each 6 in. (1�2 mm) long. T'he pipe stiffness of each specimen at 5% deflection shall equal or exceed the minimum vatue listed in Table 3. 11.6 Extrusion Quality: 11.6.1 Acetnne Immersion—Tests shall be run in accor- dance with Test Method D2152 on rounded samples, every production lot run. This procedure is used for determ.ining the extrusion quality of extruded PVC plastic pipe as indieated by reaction to immersion in anhydrous acetone. I[ is applicable only for distinguishing becween unfused and properly fused PVC. 11.6.2 Heat Reversiun—Tests sball be run in accordance with Practice F1057 on rounded pipe samples, every produc- tion lot run. The rounded pipe shali not exhibit any of the effects listed in the suggested Interpretation of Results in Practice F1057. 11.63 Fle.xurctl Prupertie.c—Tests shatl be run on rounded pipe samples in accordance with Test Method D79Q Method I, Procedure A, every production lot run. 12. Inspection 12.1 Inspection of the material shall be made as agreed upon by the purchaser and the seiler as part of the purchase contract. 13. Retest and Rejection 13.1 If the results of any test(s) do not meet the require- ments of this specification, the test(s) may be conducted again in accordance with an agreement between the purchaser and the seller_ There shall be no agreement to lower the minimum requirement of die specification by such means as omitting tests that are a pazt of the specification, subsatuting or modifying a test method, or by changin� the specification limits. In retesting, the product reqttirements of this specifica- tion shall be met, and the test methods designated in the specification shall be followed. If, upon retest, failure occurs, the quantity of product represented by the test(s) does not meet the requirements of this specification. 14. Cer�ification 14.1 When specified in the purchase order or contract, a mauufacturer's certification shall be furnished to the purchaser that the material was manufactured, sampled, tested, and inspected in accordance with this specifieation, and has been found to meet the requirements. When specified in [he pur- chase order or contract, a report of the kest resuits shall be fumished. Each certification so furnished shali be signed by an authorized agen[ of the manufacturer, the individual respon- sible for perfonning the tests. 15. Product Marking 15.1 Pipe in cornpliance with this specification shail be clearly marked as follows at intervals of 5 ft. (1.5 m) or less. 15.1.1 Manufacturer's name or trade�nark and code, 15.1.2 Nominal outside diameter, 15.1.3 The PVC cell classification, for example "12111," 15.1.4 The legend, "DR XX Folded PVC Pipe," t 5. i,5 This designa[ion "Specification ," and 15.1.6 Length marker and linear distance label, for ex- ample:" 1000 ft" ("304.8m"). 16. PackaginD 16.1 The full length and wall thickness of che folded PVC pipe is heated and coiled onto a reel in a continuous length for storage and shipping. The minimum diameter of the reel drum or core shall be 48 in. (1219 mm), 17. Quality Assurance 17.1 When the product is marked with this designa[ion, F1871, the manufacturer affirms that the product was manu- factured, inspected, sampled, and tested in accordance with this specification and has been found to meet the requirements of this specificaaon. 18. Keya�ords 18. i installation, underground; plas[ic pipe, thennoplastic; poly (vinyl chloride) (PVC) plastic pipe; rehabilitation, treneh- less technology Copyri�ht by ASTM TnYI (all riglits resened); Wed Jul 27 15:14:02 EDT 2011 4 Downloadedlprinfed by Janice Williams ([Jltrdliner,+Ine.) ptusuant to License Agreement. No fi¢Ifier reproductiws au[Itorized. F1871 -11 SUPPLEMENTARY REQUIREMENTS Govermuent Military Procurement These requiremen[s apply only to federal/military procurement, not domestic sales ar transfers. Sl. Responsibility for Inspection—Unless otherwise speei- fied in the contract or purchase order, the producer is respon- sible for the performance of a11 inspection and test requir�- ments specified herein. The producer may use his own or any other suitable facilities for the perfoimance of the inspection and test requirements herein, unless the purchaser disapproves. The purchaser shali have the right to perform any of the inspecuons and tests set forth in [his specificadon where such inspections are deemed necessary to ensure that material conforuis to prescribed requirements. I�'orF 51.1—In United States Federal contracts, [he contractor is responsible for inspection. S2. Packaging and Marking for United States Governn�e�zt Pr-ocurenient: 52.1 Packaging—Unless o[herwise specified in the con- tract, the materials shall be packaged in accordance with the supplier's standard practice in a manner ensuring arrival at destination in satisfactory condition and that wi(1 be acceptable to the carrier at towest rates. Containers and packing shall comply with Uniform Freight Classification rules or National Motors Freight Classification rules. S2.2 Marking—Marl:ing for shipment shall be in accor- dance with Fed. Std. No. 123 for civi] agencies and MIL-STD- 129 for nulitary agencies. NorF S 1.2—The inclusion of United States Government procurement requirements should not be construed as an indiea�ion that the United States Government uses or endorses the products described in this docnment. ASTM (niernational takes no posilion respecting the vafidity of any pafent rights asserted i» connection with any item mentioned in this siandard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of iniringement of such righfs, are entirely fheir own responsibilrty. This standard +s subject to revision at any time by the responsi6le technica! committee and must be reviewed every �ive years and ifnotrevised, eitherreapprovedo�withd�awn. Yourcommenisareinvitedeitherfnrrevis�onofthisstandardor%raddifionalstandards and should be addressed to ASTfvllniemafional Headquarters. Your comments will receive careful consideration at a meeting of the �esponsible fechnical committee, which you may aftend. If you feel that your comments have not received a lair hearing you sAould Cmake your views known to the ASTM Committee on Standerds, af the address shown below. This standard is copyrighted by ASTM lntemafional, 100 Ban Harbor Orive, PD Box C700, West Conshohocken, PA Y9428-2959, UnBed Sfafes. lndividual reprints (single or multiple copies) of this standard may be obtained by contaciing ASTM af the above address or ai 6i0-832-9585 (phone), 610-832-9555 (fax), or service�astm.org (e-mail); or through the ASTM we6sife (wcnv.astm.org). Permission righ�s to phatocopy the standard may also be secured from the ASTM website (www.asfm.org/ COPYRIGHTQ. Copyrigl,t by ASTM �nt'I (all rights reserved); Wed Jul 27 15:14:02 EDT 201 I 5 Downloaded/printed by Janice tWilliams (iJltraliner,+�c.) pursuxnt to License Agceement. No further t�eproductions authoiized � Designatian: � 1216 — 09 � ' �WL.� fNTERNATlONAL An qmerican Natlonal Slandard Standard Practice for Rehabilitation of Existing Pipelines and Condui#s by the {`: tnversion and Curing of a Resin-Impregnated Tube'� 2 'iliis sinndard is issucd undcr ihc liscd c�signaiion F 121G: ihc numhcr immcdiatcl�� fo31o«ing Ihc dcci�notion indicmcs tl�c ycar of origina! adopdon or. in thc casc of rcvisiqn, ihc yc:v of lan rccision. A number in parcnduscs indicaia, Ihc ycar of last rcapprovnl. A superscrip� cpsilon (e) inditnics a�i cditoii:il chon�c sincc ihc lasi rcvi.ion or rc:ippn�val. l. Scope� 1.1 This practice descrihes lhe procedures for the recoii- sfructiou of pipelines and conduits (4 co 108-in. diameter) by che iilstallation of a resin-impregnatcd, flexible tube wl�ich is inverted into tlie existing conduic by use of � hydrosta�ic head or air �n•essure. Tlie resin is cured by circulating hot water or introducing coniroUed steam witl�in the tuUe. When cured, the finished pipe will be continuous and tiglit-filting. This recon- struction process can be used in a variery of gr�vity a��d pressure applicalions such as sanitary sewers: storm sewers, process pipin�, elect�•ical conduits, and ventilation systems. 1.2 Thc vaiues statcd in inch-pound units are to be regarded as standard. The values given in pareniheses are mathema�ical conversions to SI u��its that are provided for infomlation only <�nd �u-e not considerect siandard. ].3 T'his s�rcrr�lard dnccs �tnt purport �o addres,s• al7 nj t/re safery cortcer•rts, i�' ai�1; as•socialed tir•i.t)r its us•c. It is tlr� resf�nnsrhilil�� of lhe itscr of tlris ,e�undtnd to eslablr_ch npprn- Prrnte sqfet>> nrad henl�h prcrctrce.r culd determirte ►he npplica- hility of reqcrintoiy li.mita.lrats priar to arse. For specific precau�ionaiy statements, see 7.�4.2. 2. Referenced Documenls 2.1 Ab'TM Sdcuidaicls•:•� I� �43 Practices for l��<�ttilting U�e Resistance of Plastics to Cheniica] Rea�cnts D 638 'Ics[ f�4etl�od for Tensile Properlies of Plastic� D 790 Test Methods f'or Flexur�l Properties oi'Unreinforcec! an<t Rein(`orced P1as�ic� �ind Elecd�ic<tl Insulating �°]aecrial� D 90^� Test M�ihc:�d far i'ee( or Stri��pin� Strengtl� of Adl�e- si��e Bc�nds ' This pnciicc is under ihc juriscliciion of ASTM. C:ommincc 1�17 on Plas�ic Pipin� Systcros and is thc. direct responsihilily o1' Subcontmitiec F17.G7 on Trcndil�ss YLis�ic Pipclinc Tcchnc>1ogy. Currcn� cdiiian 1pprovcd \4arch I, 2pQ9. I�ublisheJ M�rch 2UU9. Ori;inolly a�,pro��ed in IlR9. l..nst ��rc��ious edition appro��ed 2QO�t as F 121G-03. x'I�hc following rC�x�rt has I�CCn pttblisl�ed on one ol the ptncacscs: DrivCr, 1�. T., xnd Ulson, M. R., „ 1.)r�nnns�rniion nj.Semer Rr.lbii�r, Gy !hr lnsrrujm•m P�n<•css, Na•dil�rnnk. llliuoi,r;' IiPA-6p0/2-83-0(i4. I:im�iranuicntal Prolccliou Agcocy. 19$3. lnicrc.Uccl pariics can obtnin mpics flvm lhc I:m�ironmcntal Protcclinn Agcncy rn• frum a local lccl�nic:d lihr:iq�. `1=nr rcfcrenccd AST'M standarcls, vjsit �hc AST4t wchsitc, w��•��::isun,c�rg, or caniac� ASTM Custamcr Scrvicc a� scrviccCnastm.nrg. 1�or Arouml Rnok n(A.S'Th4 .Sfrmdmrl.r volumc informa�iun, irofcr �o Ihc slandetrd�s DocwiicnE SmnnH+ry pagc <m dic AS'!'M �vchsilc. D 16QO Tenninalo,y for Abl>reviaccd Tcrms Kclatin� lo Plaslics D_�>67 I'racticc for Dcle.nnining Dimcnsions of "J�iber- glass'' (Glass-Fib�r-Reinforced "Tiicrmoselting Resinj l'i�x: and }�tttin�s I:) 3$iy Guicle for L+nilernround lnslallation o!' "Fiberglass" (GI�.s-FibcrRciiifa•ced�Thcrmoti�tiing-Rcsin) Pipc t� �513 Spccitication Por Cured-In-Place Thermosel(in�. Resin Se�4•er Pipi�� Sysrems I; 797 Prac�ice Por Me��suriu� Thicknes� b�� 9anual Ul�ra- �onic Pulse-f;cho Contact A�ed�od F� �l �`lerminology Re)atin�� to }'lastic I'iping Syslems 2.2 AW4YA Standard: v I��iBtlll'<3I 011 C.IL2111f11� anc( I..i�tin�� 1'�'��ter M:iins. 1-i 2� a 2.3 NASSCO S�arrdn�cl: IZi'Cqlllll'li;IICILCI Sl)CCIi1Cit(IOIl$ 1'or Se��°�.r C;c>)leclion Syst�cm llr.h�ibili�;uic�n s 3. Terminology 3.1 Definitions are in accoi•dance v,�ith Tern�inology f� �l12 and abbreviations are in accorciance witl� Terminolagy ll 1600, untess atherwise s�c;cified. 3? Defi�ziria�i.r ��f Terms Specific 10 Th.is S�an�lard: 3.2.1 ctir•e�l-iia-place p+pe (C'lPP)—a 1lollow c}�li.nder con- tainin� a nonwoveo or a woven mateiial, or a canbination of nonwoven and wo�en materi�il sun-ounded by a cw�ed thenno- setting resin. Plasfic coatin�s may be induded. This pipe is fom�ed within an existinp pipe. Therefore, it takes the shape oP and fits (ightly to the existing pipc. 3.22 inversian—the process of iurning �he resin- impregnated tube inside out by lhe use of watcr pressure or air pressure.. 3.2.3 lift—a poriion of d�e CTPP that has cured in a position such tliat it has poUed away frorn U�e existin� nipc wall. 4. Significance and Use 4.l This practice is f'or usc by designers and specifers. regulatory agencies, owners, and inspection organizations who ' Availablc from Aiucrican Wn(cr H'orks Asscxiation (AW\i'A). h(iC�(i �1'. Quincy. Avc., Dcnver, CO 8023$, hnp://��•�r�v.aw�va.oi�. `A�•ail�blc Gom ihc Nalio�i�l Associnliun of Sc�vcr Scr��icc Compai�icx. 1(11 �1'ymorc Rd., Suitc 501. Altamantc, FL 3?714. '"A Sunmiar,y of Changes section appears at lfie end of th)s scandard. Copyrighl CS1 ASTWf International, 700 E3arr Harbor Drivo. PO E3ox C70D. Wosl Cauhohocken. PA �fl428•2959, UnileO Slates. c�'F1216-09 �re involved in cl�e rehabilitation of conduits fhrou�.h the use of � re5in-in�pregnaced tube inveiteci throu�h the existin� condui�. A� fvr any practice, ittodificatioils may be required Cor specific job conditions. 5. Materials 5.1 "1'ube—The tube �hould consisf of one or more layers of flexible ncedlcd felt or an equivalent nonwoven or woven materiai, or a combin��tion af nonwo��en and woven materials. capable of carrying resin, �a�idistanding insfallation pressures �and curing Cemperatures. The tube should be compatible with �he resin system used. The mlterial should be able ta su•etch to fi� irregular pipe secti�ns a��d negotiate bends. Thc outside [ayer of thc tube should be plastic coatcd �vith a n�acerial th�t is coinp�tible witfi the resin systeni used. T'he tube should be flUricated to a size tl�at when insfalled, wi11 tightiy fit tf�e inlernal circomference and the len�eh of tt�e original c�nduit. Allowance should be made for circurnferential st��etching during inversion. 5.2 Re.ri�z—A general �u.rposc, uns�ih�rated, styrene-based. thermoset resin and car�lyst system or an epoxy resin at�.d hardener chat is compacihle wiUi tlie im�crsion process sl�ould Ue used. TI2c resin nwst be able 10 cure in the prescnce of water ai�d the initiation temperature for cure should be tess than 180°F �822°C). The C1PP s}stem can be expected to have as a muiirnum the initial sulicciiral properties give» in '1';ihle �. These physical su•ength properties should be detern�ined in accorclance wich Section 8. C. Desibn Consider�►tions ( C.] Gerre�-c'rl Gu.i.delines—Thc design li�ickness oP che CIPP \, i.s largely a 1'unetion of the canditio❑ of the rxisting pipe. Design equations 1nd details are given in Appendix X1. 7. Installat.ion 7.1 Clearting a.rt�! bTspeclioir.: 7.1.1 Prior to enterin� access areas such as m�nholes, and perfonning inspection or cleaning operalions, an evaluation of the atroosphere ro detenni��c �he presence oPcoxic or flammah[e ��apors or laek of oaygen must be underlaken in accordance ��ith local, state. or federal safety re�ularions. 7.1.2 Gea�rir�g uf I'ipe(ine—AU internal dcbris should be removed from tbe original pipeline. Gnvity pipes shoulc� be cleancd with hydraulically powe;red equipment, high-velocity jct cleaners, or mech<<nically po��ered eyuipment (see NASSCO IZ�comme�tded S}�ccificltions i'or 5��er Collectiim St��lcin I2eh�bilitarion). Pressure pipelines should be cicane<l TABLE 1 CIPP Initial Structural Properties" Minimum Value Property Test Method psi (MPa) Flexural strength D 730 4 500 (31) Flexural modulus D 790 250 000 (1 724) Tensile strength (for D 638 3 000 (21) pressur� pipes onlr) ^The values in Table i are for field inspection. 7he {wrchaser should consult the manutacturer for the longderm strucfwal properties. with cable-atfached devices or fluid-proPelled devices as showi� in A1T�'WA n�[anual on Cic<�ning nnd l.inii�g \�alcr ��i.��,s: �•t z�. 7.1.3 lirspectivir. af Pipe/ines—Iuspection of pi�clines should be performed by experienced pei�sonoel trained in locating hreaks, ohslacles, and �ervicc connections by closed- circuit television or man entry. The interior of tl�e pipeJine sltould be carcfully inspcc[ed to dctermine che loca�ion of any conditions tl�at m<�y prevenl proper inst�llation of the impreg- nafcd tube, such as protruding sen�icc taps, collapsed or cruslieci pipe, and reductions in the crost-sectional area of more lhan 40 ��i�. 'I'hese co��ditions should bc noted so th�it they c�n be corrected. 7_1.4 Li,:e OU.rn-ucti�»zs—The oi•iginl] pipeline sliould be ciear of obstivctions sucli as solids, dro�ped joints, protruding se�vice connections, crushed oc• collapsed pipe; and reductioiis in the cross-sectional ai•ea of mare th�in 40 �k tJ�at �vill prevent the inscftion o(' the resin-impregnaled tube. I( inspection reveals �in obstruction that cannoc be renioved hy conventiaial sewer cJeaning equipiuen�, then a point repair excavation should be made to uncover and remove or rep�ir the obstruc- tion. 7.2 Re.cin I�nl�regrrati.o�t—The tube shouEd be vacuum- iinpregnated w•ith resin (wet-out) under controlled conditions. The volume of resin used should be sti�cient lo f Ii ��fl voids in the tube material at nominal thickness and diameter, The volwne should he adjusted by addin; 5 to 1 U% excess resin for the change in resin volume due ro polymcrizntion and to allow for any migration af resin into the cracks and joints in the original pipe. 7.3 13>>pa,csin,q—l.f bypassin� of ll�e fio�� is required around the sections of pipe designated for recvnstruction, Uie hypass shotild be made by pltiggin� �he line ac a poin� upstream of tl}e pipe ro be reconstructed �ind pumpin� �he fiow ro � downstream poinc or adjaceut system. The pump and bypass lines should be of adeyuate capacity and size to haadle the flow. Services wiU�in this reach will be temporarily oul of service. 7.3J Public ad�=isory ser��ices wi)1 be rr:quired to notify till parties whose service Iaterals will be out o!' commission and to advise a�ainst �vater usage until tlle mainline is back in se�vice. 7.4 lnve�sinn: 7.4.1 Us•i�tg Ni�dina•ta�ic Hend—The �vec-out ttibc shouW be inserlcd through an exisling manhole or ocher• approved access by means of au inversion process and the applicacion of a hydcostatic head sufficient to fu11y extend it to the next desibnated manhole or terminacion point. The tube should be insetrted into the vertical inversion st<�ndpipe wi�h the imper- me�ble platitic memhrane side out. Al chc lower end ot lhe inversion standpipe, the. tube should be turned insi<le out and attached to the standpipe so that a leakproof seal is created. Thc inversion head should bc adjusted co be of suflicient heighl ro cause the imprc�nated lube to im�ert fi-om point ot' im�ersion to point of teiminalion and hold ihe tuhe tight to the pipe wall, producing dimples al side conncctions. Cai�e should be taken during the inversion so as iiot to over-su-ess the fel� fiber. <�' F 1216-09 7.4.1.1 An alternative method of inscall�tion is a t�p iuver- sion. In this case, the tube is attael�ed. to a top ring and is inverted co fo�•m a standpipe tirom the tube itself or anothcr me[hod �ccepted by thc en�ineer. l�orr: I—Thc Whc maiiuPaauira• sltot�]d providc inl�oi•malioit on tlre mtuiivum allo��blc tensile siress for the tube. 7.4.2 Usrng Air P�r.ssure.—The ��,�et-aut tube sl�ould be insertcci throti�h an existing manhole or other 1pproved access by means of' an inversion process and the application of air pressui-e sufficicnt �o fully cxtend it to the next designated m�nhole of• terminacion point. 7he tube sliould be connected by an �ttachment at the upper end of the guide chute so that a (eakprc�of seal is cre�ted and with [he impenneab[e plastic mcmbranes side out. As fhe tube enters tlze guide chute, the [iibe shoulc( be turned inside out The inversion air pressure should be adjusted to be oC sufTcient pressw-e to cause the impregnated tabe to invert fl�om poine of inversion to point of te.rniination and hold the Cube ti�ht to the pipe �aaU, prociocing dimples at sicie connections. Care should he caken during �he ii�version so as not [o ovcrstress thc ��avei� and noo��oven materials. NoTr 2—�'4'arning: Suitable prccaidions should tx �aken to eliminate h�zlyds to �>crsonnel in the proximil�� of the construclion when pressurired air is bcin� usc. 7.4.3 Re��r�ired Pr•es.ccu�e,r—Before thc in��ersion begins, lhe lube manufaclw•er shall provide che minimum pressure re- quired to hold the tube tiglit against ti�e existinS conduit, and che maxinwm allowable pressure so as uoc to damage ihe tube. Unce U�e inversion has st<u1ed, the pressw�e shall be m�iint�ined hetwcen che minimum and maximuro }�ressures untif chc inversion has been completed. 7.5 Li{hricu,zr—The use of a lubricairi during inversion is rccommended to reduce friclion durin� inversion. This lubri- cant should be poured inro ihe im�er.sion water in lhe downtuhe or applied directly to che tube, The IuUriclnt used shoald be � nontoxic, oi)-based product tE�at has no decrimcnfal effects on lhe tube or boilec a�3d pump system, ��ill not support the growth or bacteria, and will no� adveisely affect the tiuid lo Ue U�ansporled. 7.0 G�ring: 7,6.1 U.rrng Circrtlatirzg tleuted Wirter— After inversion is completed, a suitable he�t source and w�ter recirculation equipment are rcquired to circulate heated waler U�roughout [he pi.pe. The equipmenc should be capable oP dcliverin� hot wacer rhrougl�out the seclion to uniformly nise the water tcmperature abo��e rl�e remperature rcquired to effect a cure of thc resin. W�ter temperature i�l fhe tine durin� the a�re period should he 1s recommcndcc{ by nc� resin manufacturer. 7,6.1. ] The Ileac source shoal.d be fitted with s�aitabJe monitoi:s to gage ci�e ten�per�itin�e of the incoming and oucgoing �vater supply. Another such gage should he placed betwcen thc in.�pregnated tube and the pipe invert at the terminaUon la determine the temperatures during cure. 7.6.1.2 Initial cure will occw• during temperature hca�-u� and is compJctcd when expos�d portions of the new pipe appe�n• to bc liard and sound and the remote temperature sensor inclicates thaf the rcmperawre is of a maonitudc ro realize an exothei7n or cure in the resin. After initial ciue is re:tched, the cen�pera[ure shouJd be rlised to the post-cure temperature recommended by the resin manufactw•er. The post-curc tem- perature should be held for a period as recommended by the resin manufaetures•, during which time rhe recirculalion uf the ��ater and cycling of the boiler to maintain the temperature cominucs. The curing of �he CIPP must take into accoun( the existin� �ipe material, the resin system, and ground canditions (temperature, moisture leveL and thermal conductivity of soil). 7.6.? Using Steanr—Aftei- inversion is completed, suiLable s�eam-generacing equipment is reyuireci ro distribute steam diroughout fhe pipe. The equipment should be c��pable of delivcrin� steam throughout the section to unifonufy raise the temperature �vithin the pipe abovc the temperatare rec�uired co effect a cure of the resin. The lemperature in the line during tl�e cure perind shauld be as recommended b�� tl�e resin manufac- tu rer, 7.6.2. J The steam-gene��ating ec�t;ipment shouid be Titied with a suitable monitor to cage the temperatw•e nf U�e oulgoing steam. Tl�c tem��erature of the resin being cured should be monitorcd by placing ga�cs between che in�pregna�ed tubc and the existing pi�e at both ends to detenuine che temperawre daring cure. 7.6.2.2 Initi�I cure will occur duriug temperaeure heat-up and is c�mp]etcd ��heit exposed portio��s of the new pipe appear to be ilard and sound and U�e re:motc temper�ture sensor indica[es thac the temperacure is of a magnitucte ro rcalize an exotherm or cure in the i�esin. After inilial cure is reached, thc temperature should be r:�isec[ to ��ost-cure temperatures recom- mended hy �he resin manufacturer. Thc post-cure temper�iture should be hcld for a period as recommended by the resin manufticturer, during which time fhe distribution and control of stetmt to maintain the lemperalure continues. The curing of the CIPP must take into accoun� the existing pipc material, the resin system: and ground conditions (temperatui�e, moisture Icvel, and chennal conductivity of soil). 7.6.3 Rc�qccir-ed Pre,S',5'LfJ'C'S—Ati required by tlie purchase agreenicnt, the estimaled maximum and minimunt pressure required ro hold fhe (Jexible tube tight againsc the existinC ccmduit during thc curing process should be provided by the seller and sh�ill be increased to indude consideration of the cxternnl ground wacer, iPpresent. Once lhc cure has started and ctimpling for lalcials is com�leted, the required pressures shau]d be maintained until tl�e cure has becn compleled. For wacer or steam, the press�ire should be inainrained within the escimatcci maximwn and minimum pressure durin� the curing process. If tl�e stcam pressure or I�ydrostatic head d3�ops below the recommended miitimum during the cure, the CIPP shoi�ld Ue inspected for lift� or delaminations and evaluated for its ahilicy to fu11y mcet the a�plic�ble reyuiremenes of 7.$ and Section S. 7.7 Conl-Duwrt: 7.7.1 Usi.ng Cno! Wurc>.r�fier Hented ld�r��er Cure—The new pipe should be cooled �o a te3nperawre below 100°F (38°C) hefore relieving the static head in thc inversion stanclpipe. Cool-down may be accomplished by the inn�oduction of cool water inCo the iiivei:sion standpipe to repl�ice «�ace�• be'ri�g drained f'rom a smull hole made in the downstream end. C<u•e ,� F 1216 — 09 should be taken in the rclease of thc scatic head so that a v<icu�un will not be developed chat could damage the nea�fy installed pipe. 7.72 U.�in.g Cnnl Water Ajtef• Steam Ci�r•e— The new pipe �hould be cooled to a temperacure betow 113�F (45°C) beforc relieving tl�c internal pressure witlzin rhe section. Cooi-do��n may be �cc�mplisbed by the introduction of cool water into the section to repiace the mixture of air and steam beina drained Eroi.n a smatl l�ole made in tl�e downstream end. Care slzotild be caken in the release of ihc air pressure so that a vacuum will noe be developed that could damage the ne�vly inscalled pipe. 7.8 bl�nr•kn�anshi�r--The finished pipe shot�ld be con�nuous over Nie encire length of an inve�;sion nin and be f'ree of di�� spots, lifts, and ctelamin�tions. If Ihese conditions are present, remove and replace dle CIPP in these areas. 7.8.1 lf U�e CIPP docs not Gt tightly a�ainst the original pipe at its termination poinc{s), the space bctween the pipes should be sealed by filliitg �virh a resin mixture compatible wirh tt�e CIPP. 7.) ,Ser��ice Conrt�etinrt.c—After tl�e new pipe has been curcd in place, the cxisting active se�vice connections should be reconnected. This sliou]d gener�Jly be done witliout exca- ��[ion, �nd ii� the c�se of non-man entry pipes, from the interior of lhe pipeline by means of �� tele��ision camera and a remote-control cuttinb dcvice. 8. Inspection Practices 8.1 For each inversion length designated by the owner in thc ConU•act documents or purchase order, the prepaiation of a CIPP sample is required, using one of the fo(lowing �wo methods, depending on the sizc of the host pipe. 8.1.1 For pipe sizes of 18 in. or less, thc samp[e should be cut from a section of cured CIPP at an intermedi�te m�u�tiole or at thc �crmination point ch�it has been in��eiled through a like diameter pipe which has Ueen he)d in pllce by a suitable heal sink, such as sandb��s. 8.1.2 In mediutu and large-diarneter applica�ions and areas with limitcd t�ccess, the Sample shc�uld be i'abricated from material takcn from the tube and the resin/catalyst system used and cured in a clampeci mold placeci in che downtube when circulzling hcatecl water is useci and in the sile�3cer when sceam is used. This meQ�od c�n also be used for sizes 18 in. or less, in situations whcre preparing sa�nples in accordance with 5.1.1 can not be obtained due to physic�l c�nslrains, if approved by !he owner. 8.1.3 The samples for each of these cases should be large enou�h to provide a minimum of three specimens and a recommended five specimens for flexural tcsting and also fa� lensile tcstin;, if applicabte. Thc following test procedures siiould be followcd after the sample is cured �ind removed. �i.1.3.1 Shvr�-Ternt Fleaccrnl (l3e�ull:ng) P�r�l>ea-ties—The ini- tial tangent fiexural mod��lus of elasticity and Hexural stress should Ue measured for bravity and pressure pipe applicadons in accordance wieh Test Metl�ods C� 79{) and should meet the requirements ol''Tahlc I. 8.1..32 T�u.rile 1'roperries—The tensiJe su�ength shouid be measureci for pressui�c �ipe applications in accordance with 'Test Method D C.i?$ and must meet Uie require�nents of 7'�iblc 1. 8.2 Grai�i�y Prpe LeQ.kuge Tes�ir�g—!f reyuired by the o�vner in ehe contract documents or purchase order, gra��iry pipcs should be testcd using an exfiltcation tcst method �vhere dle C3PP is plt��;ed at both enris and filled v.�ich �a�ater. This test sliould take place after the CIPP has cooled down ro an�bieiit tem�erature. This test is limited to pipe len�ths �vith no service laterals and diamcters of 36 in. or less. The allo��able water exfiltration for. any len�th of pipe het��een rennination points sl�ouid not exceed 50 U.S. �allons per inch of internal pipe diameler per mile per day, providin� rhal all air has heen bled from the line. During exfiltralion testin�, the n�axinnim intcrnal pipe pressure at the lowest end should not exceed ]0 fC (3.0 m) of w<iter or 4.3 psi (29.7 kPA) and the water ]e��el inside of the invenion standpipe should be 2 ft (0.G m} higher than lhe cop of the pipe or 2 ft higher than the groundw�ter level, whichevcr is greaeec The feaka�e quanrity should he ga�ed hy lhe water level in a temporary standpipe placed in the upstrcam plug. The test shou(d be conducred for a minimum of one hour. NoTr• �—It is imE�ractical to Iesl pi(xs above :�G-in. diameler fa• leakape due ro ihe tcchnology availablc in the pipe rehabilitation indusay. Post inspection of lareer pipes �+�ill dctect mljor leaks or blockages. 8.3 Pressure Pipe Te.s�ing—If required by U�e owner in ll�e contract documents or �urchase ordcr, pre,ssure pipes shoutd be subjected to a hydrostatic pressure test. A recommended pressure and leakace tes� would be at twice die known working pressure or at the working pressure plus SO psi, whichever is less. Hold this pressure for a period of two to chree hou�s to allow for stabilizalion of the CiPP. After this period, the nre.esui�e tesl will be�in (or a minimum of one hour. Thc allowable leakage durin� the pressure tes� should bc 20 U.S. ballons per inch of incernal pipe diamcter per mile per day, providing that alJ air has been evacuated frorn thc line prior to lesting and the CIPP has coolecl down to ambienc tempe�nttire. Non: 4—Tlie allo��ab(c leakage Cor gravi�y and pressure pipe testin� is a function qf watcr loss �I thc end ccals and irap�>cd air in tl�c pipc. 8.4 Dn.lam.iizntion T�.rr—If required by Yhe o��,�ne.r in the contract documents or purchase order, a delamination lest should be perfo�med on each im�ersion fen;tli specifed. Tlie CIPP samples sl�oulci be prepared in accordance with 8.1.2, except that a portion of' the tube m�terial in the sample should he dry �nd isolated froni che resin in order co separate tube ]ayers for testin��. (Coilsulc the tube manufac[urer for further information.) Delamination testing sh�ill be in accord�ilce.vitli TesY Meihod ll 5�03, wilh the follo��in� exccptions: 8.4.1 The i�ate of tra�-el of che power-�ctuated �ri� shall he 1 in. (25 mm)/min. 8.4.2 Pi�e cesc specimens shall be tested for each inversion speci fted. 8.4.3 The thickness oPthe test specimen shaU be miuimi�.ed, but should be sufl5cient to adequa[ely tesl delaminatian of nonhomogeneous CIPP layers. 8.5 The pee] or stripping srren�th between any nonhomo- seneous laycrs of the CI.PP laminate should be 1 minimum of ]O lb/in. (178.f0 ghnm) af width for typical GPP applica[ions. Nu•ir: S—The purchnscr may desi�nate lhe dissimilar layers I�enaeen ��hidt thc dclamintuian tcsl �vitl bc conductcd. c�' F 1216 — 09 l�<�r�: 6-1=or additi<mal dclails on conducliuo lhc delamination test, contacl lhe CIPP conir�ctor. �.6 CIYP 134r11 Thickness—The meUiod of obtaining CIPP all thicknetis mcasurements should be detennined in a man- ner consistent �vith 8. l.2 of Specifiealion D�S I 3. Thickness measurements should be ntade iu accordancc with Practice D 3�C7 for san�ples ��rcparcd in acc.ordance with S_l. Make a minimam of eibht measure�nent:s at evenly spaced iutervals around tlie circuii�ference of the pipe to enstue that minimwn and m��ximum thick��ecses have been deterrnined. Deduct from tf�e measurui values the thickness of any piastic coatin�s or CIPP I�yers not incl�ded in the structurai desi�n of the CIPP. The averagc thic[:ness shoulcl be calcuJaled using all measurc;d values a��d shall niect or exceed minimum desi�n thick��ess as ��reed uPon belwecn �urch�ser and seller. Tlie miniinum wali thickness at any point shall not Ue less ehan 87.5%� of the specified design thickness as agreed upoiz betwcen purchase ��ncl se[ler. 8.6.1 Ul�rasa�ric• 7e.cling q/' Lb'al1 Thr.cki�e.ss—An a(ternative mechoct �o S.6 r'or me�suring. ihc wall chickness may be perl'ormed �vitliin the insta(led CIPP at eithe�• end oi` �he pipe by �hc ulrrasonic pulsc eclzo method as descriUed in Practice Li; 797. !� minimum of ei�111 (8) even(y spaced measu3•anents should be an�de around the intcrnal circumfcrencc of the installed CIPP within lhe iiost pipe at a discance of 12 to I$ in. from Ihe end of the pipe. For pipe diamelers oI fifteen (15) in. or greatei; a minimwn of sixieen (16) evenly spaced me�sure- mcnts shall be recorded. The ultrasonic method to be used is tl�e flaw dececcor �vith A-scan display and direct �hicl:ncss readout as de(ined in 6.1.2 of F., 797. A calibiation block shall be manufactured from the identical materials used in the ii�stalled C1PP to calibiate sound velocity through Che liner. Calibra(ion of the transducer sha11 be perfonned daily in accordanee with the equipmenl manul'acturer's recommenda- tia�s. The avera�e cl�ickness should be calculated using <ill measured values and sh�ll meet or exceed minimuin design lhickness as a�reed upon between purchaser and seller. Thc minimum wall diickncss at any point shall not be less than 87.5 �/c af the specihed design lhickness as agreed upon het«�ee�l purchaser and seller. 8.7 Irrspn.ction and Acceptance—The installation may be inspected vis�alty if appropriate_ or by closed-circuit fele��ision if visual inspection cannot bc accomplishcd. Variations from Uvc line ai�d grade may he inhe:ren� because of the condicions of the ori�inal pipin�. Ivo infillr�tioii of ground�vater should be. ohserved. All service entrancc� shoulci be accoun�ed for and Ue unobstructed. APPI�NDI3�FS (Nonmandatorl' Information) Xl. DFSIGN CL)iVSIDL'KA'TIUNS X1.1 '1'ernii.�rnlo,�y: X l.1.1 pc�i•tru!(y derel•rnrulecl pipr:—U�e original pipe ean supporc rhe soil aud surchli�e loads throughout the design life of che rehabilitated pipe. The soil adjacent to the existing pipe must provide adequate side support. The pipe may have longitudinal cracks and uf� to J0.0°k discortion of the diamecer. If the distortion of the diamecer is gru�ter than 10.0�/0, alternative dcsign methods �re required (see Nore 1). X1.1.2 ,J'ull>> delerinrated J�ipc—the original pipe is no� sti��cturally sound and cannot support soil and live I�ads or is expected to reach this condition over tiie design life of Uie rehabilitated pipe. This condition is evicient when sections of thc ori�inal pipe are missii.��, tt�e pipe has tost its ori�inat shape, or tl�e pipe has ccm�oded due to the ei��e;ces of the fluid, atmosphere, soil, or applicd loads. 2Kfi,_ ] C P= , • �n, (XI.I) ( I - v'1 (DR - !)'' where: 1' _ K - �c. _ v = DX = C — X i .2 Grcri�il�� Pdpe: X 1.2.1 Pu.rtru.!!�� Delerinraled Gra� i.t>> Prpe Conditi.nn—The CIPP is designed to support the hydraulic lo�ds due to g.rowuiw<1ter, since chc soil and sw•ch�u•ge ]oads can be sup- ported hy Che orizinal pipe. The �roiu�dwacer level should he dctern�ined by tl�e purchase;r and the thickness of tl�e CTPP should bc sufficicnl to withst<md this hydrostalic pressure �vichout collapsing. Thc follo��.in� eyuation may lie used to detern.�ine the thicicncss required: ��.'c�and��ater load. psi (MPa), measurcd from the invert af the pipe enhancement factor of the soil and existin� pipe adjacent to the ne�v pipe (a minimum value of 7.0 is recommended whe��e there is full suPpon of �he existin� pipe), lon�-term (time con•ected) modul��s of elasticity for CIPP, psi (MPa) (see \oie `� I . I ), Poisson's ratio (0.3 average), dimension ralio of CIPP, ovality reduction factor = \1.1 — ��J/�i �- If)0]�lt / �= percenta�e ov�ility �f original pipe = I�m �`MCQII IIl.{7lIC' DfUlllG'IPl' - A'JUl1011ll)! I11Sy(IF�I�7UlllClpr) n��,�, r,�.,rd�� Di�uneler � #c�' F 121 fi - 09 \ � (hlcrsinumi lnsrcle Urtuuernr - Mean In.tidP DrmnHer) 100 X /r7c�a�i lirsidr Dirrnicler and N = facror of safety. Nc>Tc X 3.1-The choice oF vahie (from manufacturer's literalure) of E� will depend c�n �l�e estimatcd duralion of the application of the load, P, in rclation to lltc dcsi�n Iife oF'thc sUuclurc:. Fc>r caamplc, iS'thc tota! duration of the loa<3, P, is esliina�cd lo be 50 years, cithcr continuously a�plied, or Ihe sum of inlcrn�ittent pericxis of loadin�, thc appropriaicly coriscrvativc choice of v:iliEe for F.'�, will bc: tt�al givcn for SU years of cvntiituous loadins xt ihc maximunt around or fluid icmperature expec�ed to bc m,�ched ovcr the life of the sinichire. No•rc X 1.2-IS thcm is no ;round��-atcr abovc lhc pipc in��crt, fhc CIPP should typically have a marimmn SDR of ]00, dcpendent upon desi�n conditions. X 1.2.1..1 If the original pipe is oval, the CIPP desi�n frrnn Gq X1.! shall have � mii�imum chickness as calculared by the followin� formula: 1.5 IUU ( I+ I(H)) DR' - 0._5 ( I+ �W I C)R = 1'N � i (Xi.2) wl�erc: crr. = long-tcrm (ti�l�e correcced) flcxural strcngth foi• C1PP, psi (MP��) (see Note ;�:1.5). XI .2.12 Sce "1'ahic 7� 1.1 fa� cypical design calculations. X1.2.2 Fc�LI�� DeteriornterL Gruvrly Pipc Conclilinn-The CIPP is designed to su�,p��t hydiaulic, soil, and live t�ads, The �roundwater level, soil typc and dcpth, and live load should be determined by the puirhaser, and the follow�in� equation should be useci to calculate the C1PP thickness reyuired to withstand these loads ��ithout collapsin�: 1 q, = h, J32R „13' E',,•C( G�1/D')��' (X1.3) TABLE X1.1 Maximum Groundwaier Loads for Partially Deteriorated Gravity Pipe Condition Diameter, in. Maximum Allowable Ground- (Inside Nominal CIPP CIPP ��er Load^ (above invert) Diameler oi Thicknoss, Thickness, Original Pipe) mm t, in. ri m e s o.zss ao.o �2.2 10 6 0.236 20.1 6.1 12 6 0.236 11.5 3.5 15 9 0.354 20.1 6.1 18 8 0.354 11.5 3.5 ta �2 o.a72 27,8 a.s 24 12 0.472 11.5 3.5 24 15 0.581 22.8 6.9 30 15 0.591 11.5 3.5 30 18 0.709 20.1 6.1 ^Assumes K= 7.0, E= 125 000 psi (862 MPa) (50•year strength), v= 0.30, C = 0.64 (5 % ovality), and N= 2.0 �t�here: 4, _ R��• _ µ' - YV,. _ N„• : H = �' _ r C N �� .� E� total external pressure on pi�e, psi {MPa), 0.433H��,+ wHR„/I44 + W�, (Englisi3 Units). 0.00981H,,,+ wHRw/1000 + W�, (n4elriC UniiS) ��ater buoyancy factor (0.67 miii) = I- 0.33 ( H, IH}, soil density, Ib.ft�'(KN/m�), li��e load, psi (Mpa), height of w-ater aUove top of pipe, ft (m) heibht of soil above top of pipe, ft (m), 0 U6SI{ coeii�icient of elastic support = I/(1. + 4� ) i��ch-pound units, (1/(I + 4e-o'"F�) SI unics moment of inertia of CIPP, in.�/in. (mui''/mm) _ t1��=i thickness of CIPP, in. (mm), ovality reduction factor (see X L?.l ), factor of safety, � mc�dulus of soil reaction, psi (MPa) (see Note X I.4}, lon� tenn modulus of clasticit�� for CIPP, psi (MPa), and D = mean inside diameter of oribinal pipe, in. (mm) X12.2.1 The CIPP ciesign from Eq X1.3 should have minimum thickness as calculated by d�e following fonnula: or E! E ��3 = i,�na�. i _> (}.093 (iuch-rnrurd unib�l, (X 1.4} F,' �' O.QOph4 (.S! ir»i�s) I?(DRj.� - when;: L•" = initial modulus of elasticiq�, psi (i��IPa) No'ns X 13-For pipClines at deplh noi suhject to constniction distur- ba�ice, or ii'the pipeline ��s originally installed using tunneti�ig mclhod, thc soil load may be cakulated usiu� a tunnel load aualysis. Finite element analysis is an altemative desi�n method for noncircular pi�xs. No� X1.4-For de6niliov of modulus of soil i�caction, see Practice f.) iSi<). X1.2.2.2 The minimurn CIPP design thickness for a fully deEerio�-�ted condition should a(so mect the requirements of � \1.] ant[ X13. X ] .3 Pressi.a e Pipe: X] .3.1 Parliall�� De.leri.ornzed Pres,cure Cn�rdition-A CIPP inscallcd in an existing undc�ground pipe is desianed to support external hydrostatic loads due to �roundwacer �s ��el] as withstand the internal pressure in spanning across any holes in the original pipe wall. The results of Eq X I. l are compared to those from Eq X1.6 or Ey X1.7, as directed b�� Eq X1.5, and ciie largest of d�e rhicknesses is selected. in an ahove-ground design condition, the CIPP is designcd to withstand the inteival pressure only by usin� Eq X I.5-X I.; �s app(icable. X f 3.1.1 lf the ralio of �he holc in the original pipe wall to the pipe diameter does no[ exceed the quantity shown iu Eq X(.5, then the CIPP is assumcd [o be a circular fta� plate fixed �� F 1216-09 ac che edce and sub,jec�ed co transve�xe �ressure only. In this case, Eq X] .6 is used tor design. Por holcs ]arger thln !he d/D ilue in �q XI.S, ihe liner cannot be considerec( in (tac plate ,�ading, but ralher in ring te��sion or lioop sti�ess, and Eq X1.7 i s �Fsed. uz �- 1.83 (�� (XLS) wherc: d= di�mcter of hole or ope��ing in orioii�al pipe walt, in. (mm), 1.) = n�ean inside diameter of original �ipe: in. (�nm), and r= ehick��ess of CIPY, in. (mizl). 5..�.i 1�l z v�. r (DR — 1)' �l / �r (X 1.G) wherc: UR = D = d = v� _ n� _ dimension ratio of CIPP, mean inside diameter of original pipe, in. (mm), diameter of hole or opening in original pipe wall, in. (inm), long-te:rn� (time correcccd) flexural strengch for CIPP, psi (MPa) (see \ate Xl.�), and fnctor of safety. I�ori: X 1.5—'1'lie choice <�I'value (from manufacturers )iterature) of ai_ ��ill depencl on the esiimnted durntion of the 1pPlication oC the load, P, in rcla�ion to che dcsi�n fife oC the structurc. For example, if the iotal dura�ion �f the load, P, is cstimatcd lo hc SO years, eithcr continuously applied, or e sum oC imennicient periods of loading. Lhc appropriately conservati��e ,oice of ��aluc of cr i, wil{ be that given for SO years vf continuous loaJing at thc m.ixinnun gruund or tiuid (emperaturc cxpecicd fo Uc rcac6cd ovcr thc life ol thc struclurc. X I.3.2 I erlly Delej-irr+-ated Pressrr�r Pipe Coudi�i�i�i—A CIPP to be installcd in an underground condition is designed ro witfistand ai! external loads and the full incernal pressure. The design U�icknesses arc calculated from Eq X I.1, Eq X I.3, Eq X I,4, a�id Eq X 1.7, and Ihe f<ir�esi thicki}ess is selecCed. If the pipe is above ;round, the CIPP is designed to withstand intezral pressure only by using Eq X 1.7. 2crrt r=(Dli-2)A+ (X I .7) ��I�ere: /' = intemal pressure, ��si (MPa), crT�. = long-ten�i (time corrccted) tensile sErenglh for CIPP, psi (ARPa) (see Note ] 2), DX = dintension ratio of CIPP, and IV = P�ct�r of s�fety. t�orr: X1.6—The choice of valuc (fmiit manufacturer's liteirlurc) oP ai�. �c�ill depend on the esiimated cturation of �he applicatipn of the loxd, P, in rclaeion to the design lifc of the ctruciurc. For caaaiplc, if the lotal duration of Ihe luad, P, is estimated lo Ue SO yetu•s, cithcr coniinuoasly applicd, or the sum of intermiuent pe�iods of Ioading, (he �ppropriatcl�� conservati��c choice of value o( v T�, u�ill be th�u given for 50 years of conlinuous loading al the ma�imum �roand or fluid Icinperature expected �o be reacUed over [hc life of 3he s�ructure. XI.4 — Negain�e Pressu�e—Where the pipe is sub.ject to a vacuun�, lbe CIPP �hould be designed �s � g� ��ily pipc with the extei7�al hydrostatic pressure increased by an amount cqual to the negative pressure. . No1r•. XL'7—T�blr X1.1 pnesents maximum eroundwa�cr loads f�r penially deterioratecl pipes tor selectecl rypical notnin�l pipc sizes. CIPP is custom m�dc to fii Uie original pipe and can bc fabricalcd to a varicty ol sizes from 4 io 96-in, diauieter which �vould be impraciical to Iis1 liere. X2, CHF,MICAI,-12F.SISTANCE TF.STS X2.1 Scnpe: X2.1.1 This appendix covers the test procedures for cJlemical-i�esistance properties of CIPP. A�inimu�n standards are presented for standard domestic sewer �pplicativns. X2.2 Procc�Jure jvr Ch.en�.ica!-Xc:s•is[a.nce Tes�i�r�: X2.2.] Cliemica] resistance tests should be compfeted in accordance with Fr�lc[iccs D 5�13, Fxposure should be for a minimum of onc monch at 73.4°� (23°C). Durin� this period, Ule CIPP lest specimenc should lose no more than 2Q % of their initial flexural strength and flexural modulus when te�ted in accordance with Section 8 of U�is practice. X2.2.2 Table X?.1 presents a lise of chemical solutions that servc 1s a recommended minimum ret�uirement far the chemical-resislant propeiyies of C1PP i❑ standarc9 domestic sanitary sewer a�licatious. X2.2.3 For applicafions other. th�m standard domestic sew- age, it is recommended thaf chemical-resistance tests be conducted �r�itlz uctual samples of d�e ftuid ijowing in thc pipe. Thesc tesfs can also be accomplished by depositinb CIPP test spccimens in the accive pipe. ��, F 1216-09 TABLE X2.1 Minimum Chemical Resistance Requirements for Domestic Sanitary Sewer Appiications Chemical Solution Tap water (pH 6-9) Nilric acid Phosphoric aad Suiluric aad Gasoline Vegetable oil Detergent Soap Concentration, °� 100 5 10 10 100 100 0.1 0.1 SUMMARI' OIi CHANU�S Coi�unittee Fl7 has identified the location of selected chauges to this standard since che lase issue (F 1216--08j that may impact thc use of this standard. (Arproved March t, 2009.) (1) �t.I, hJ.1 and <S.I.'' �verc rcvised. Cominittee F17 has identified Ute loc<ition of selected chan�es to chis standard since the lasc issue (F 1.217--07b) that may impact the use of this stand�ud. (1) Added Practices D 3�G7, [: 7�)7; and Specification D�S 13 wall rhickness measiu�emcnt hy Ul�rasonic Methods. ro Section 2, Refercnce Documents. (3) RenumUered Ins�ection and Accept�ince from 8.6 to 5.7. (2) Added 8.6 <u3d 8.ci.l to include an alternati��e method of ASTM Inrernationaf fakes no position respecting the vafidrty ol any patenf �glits asserted in connecfion wifh any item menlioned in this standard. Users of lhis standard are expressly advised that determination ol !he validrty o1 eny such pafenf righis. and fhe risk ol inlringement ol such rights, are entirely their own responsibitity. Thrs standa�d is subject Io revision at any time by the iesponsible technical commi�tee and rnust be reviewed every live years and il not revised, either �eapproved or wiihdrarm. Yourcomments are invrled either Ior revision o( thrs standard or la addrtionaf standards and should be addressed lo ASTM Jnlemalional Headquarte�s. 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