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HomeMy WebLinkAboutSWP273350U NI aN QUVI LL 6k, Pcv HOFFMAN CONSTRUC PO BOX 845, ENUMCLAV 360-825-9797 ID @ Task Name Duration Start Aug15,'10 A S IM T W T F S 1 E3 Mobilization of Equipment Union 1 day Wed 8/18110 - 2 Survey, Layout, Move Sign & Plants, Remove Tree 1 day Thu 8/19/10 3 Dig into Street, Lay New Storm, Temp Patch 2 days Mon 8/23/10 4 Clean up & Grade for Curb & Sidewalk 1 day Wed 8/25/10 5 Set Sign, Replant, Work on Restoration 1 day Thu 8126/10 6 Mobilization of Equipment Duvall, Layout & Move Sign 1 day Mon 8/30/10 7 Dig in & Lay Storm 2 days Tue 8/31/10 8 Dig & Set CB & Lay Storm Line 1 day Thu 9/2/10 9 Grade for Curb & Sidewalk 1 day Tue 9/7/10 10 Pour curbs on Union and Duvall 1 day Wed 9/8/10 11 Grade for Sidewalks & Pour Sidewalks 1 day Thu 9/9/10 12 Clean Up & Prep For Paving 1 day Mon 9/13/10 13 Pave 1 day Tue 9/14/10 14 Clean Up & Demobilze 1 day Wed 9/15/10 Project: Renton -Union Ave NE / Duvall Ave NE Storm System Repair Project Date: MonB/9/10 Task Milestone S lit Summary p Progress Project Si Page 1 Milestone S External Tasks Summary NEW External Milestone Project Summary Deadline Page 1 J ,B oY, Contractor: Hoffman Construction, Inc. Project: Union Ave NE / Duvall Ave NE Storm System Repair Suppliers & Material Sources Vendor Material HD Fowler Company Pipe, Fittings & Trash Rack Shope Concrete CB, Frame & Grate, Debris Cage Icon Materials 5/8" Gravel, Bank Run & Asphalt Enumclaw Quarry Quarry Spalls Corliss Resources Concrete City of Pacific qW7 PERMIT APPLICATION BUILDING DEPARTMENT B1-1 1,8 PERMIT NUMBER - - } -. JOBADDRESS PROJECT VALUATION: - - - A LEGAL DESC. LOT NO. el-K 1TRACT ORPARCEL ❑ SEE AT. SHEET P OWNER YAAIL ADDRESS PHONE L P _ — �`� y;1 ~I. lriv .' ✓•'T' t i;`iV f L: - _ f i'7 7 L ARCHTiECT/DESIGNER r MAILADOFESS~ PHONE C CONTRACTOR - MAIL ADDRESS PHONE STATE LICENSE NUMBER N T TYPE of [-]BUILDING ❑ RESIDENTIAL OR ❑ COMMERCIAL PERMIT MECHANICAL El PLUMBING ❑ MOBILE HOME El SIGN ❑ FILLlGRADE GRADE❑ CLASS OF ❑ NEW ❑ ALTERATION ❑ MOVE WORK woRK ElREPAIR ❑ DEMO DESCRIBE WORK: I,, '; , -� ii :YPE OF HEAT AND ENERGY SOUR: E: - r - •`, ;r, t ❑ Eler:Inc�ty EHear Purwo:hws P BUILDING PLUMBING MECHANICAL {t:1 A TYPE OF CONST. OCCUPANCY GROUP NO- ITEM. FEE NO. ITEM - -FEE water Closet -Uncial Forced Au Heat aTU ri FLOOR AREAttt STORNO.ES I Sink -Fountain _— Flaw -Wan Heiat.,r Tub -Shower Baler air Heat Pump I3 BUILDING HEIGHT USE ZONE I I CIocies Washer -Dishwasher AirCondifioner-Unit Cooler { water Heater-r ew Drain I Writttation S}stem-6rhatst Hood E i NO. OF - DWELtNGUNTiSLOAD OCCUPANT lawn.' " Sprinkler - Woo Wood Stove Pod -Hot Tub Gas Piping t i E PERMIT FEE PLAN CHECK FEE SewerCannrbon Radon Kit W PERMIT PERMIT - TOTAL TOTAL NOTICE TO APPLICANT PER-k11T IS APPROVED FOR WORK DESCRIBED ABOVE This permit becomes null and void if the work or construction authorized is not commenced within 180 IN ACCORDANCE NV1TH THE APPROVED PLANS AND days• or i1 work or construction is suspended or abandoned for 160 days at any time after work is commenced or if work Is not completed within one year!rom date of issue. - SPECIFICATIONS.` AN work stall be done in accord wim the approved plans, except, where such approval is in conflict with other cedes, The approved plans shall not be changed or modified without the prior approval of the Approved for Issuance - Planning Department Building Official, - - By It as the responardhty of the pfrmtttee to obtain the required ❑tspections. Failure to notify this department - - that the work Is ready for Inspection may necessitate the removal of some of the construction matenai5 at the owners expense in order to perform such inspection- The following inspections are required by Approved for Issuance - Building Department _ Section 109 of the IBC and IRO LOCAL ORDINANCE By - 1. FOUNDATION — When forms are in place, prior to placement of any concrete. - 2. FOUNDATION AND ROOF DRAINS — Prior to backfilling. 3. CONCRETE SLAB, GROUNDWORK —When all seance equipment and piping is in but pnw to Conditions placement of any concrete. - 4. FRAMING — Aft alt framing, bracing, bio6ang, pipmg, wiring and ducting alls complere, but Prior .. ^ to covering. - 5. INSULATION 6. DRYWALL —After drywall is in place, prior to taping or covering of fasteners. - - - - 7. FINAL — work completed, but prior to occupancy. %; •� ' - -- - - FOR INSPECTION, CALL (253) 929-1110 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. I hereby certity that I have read and eaamrned this application and know the same to be true and correct. _ - All Provisions of laws and ordinance7Voveming this type of work will be complied with whrhw specified herem ornot- The granting of a perjTUt t&s not presume togive authority to voiate a cancei me provisrdts of any other Sete or.{ocal regulating construction or the performanceof construction. 260 Applicant Signature Signetu+e or OWNER(CONTRACTOWOR AUTHORIZED AGENT DATE) Effective August 1, 1987 - Building per-mi't5 t0 be surcharged $4.50 -FEES COL4CTED DATE AMOUNT RECEIPT NO. PLUMBING d MECHANICAL - PERMIT AND PLAN CHECK - -- �r ��� ELECTRICAL PERMITS ARE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. - WHILE Inspector CANARY - Assessor PINK - File BUFF. - Apphca,n; STATE SURCHARGE PERMIT - _.-- ENERGY _. _.-__ - TOTAL FEES Page 1 of 1 QePienmemof Eiceesliaq License Query Usl em License Detail License Information: Name: DEWITT, MICHAEL R License Type: Professional Land Surveyor License Number: 36795 License Status: Active First Issued Date: Jun 26 2000 License Issued: May 18 2009 Expiration Date: May 14 2011 Address: ENUMCLAW WA 98022 View Related Records Help us improve this online service Information Current as of 08/04/2010 3:08AM Pacific Time New Search This site is limited to searching for business and professional licenses issued by the Department of Licensing or through the Master License Service. You may wish to click on OTHER LICENSES to check for information on licenses issued by other agencies. Department of Licensing Home Privacy Policy Other Licenses Contact Us Use of lists of individuals provided on this site for commercial purposes is prohibited under Chapter 42.56 of the Revised Code of Washington. OK; https:Hfortress.wa.gov/dol/dolprod/bpdLicenseQuery/lgsLicenseDetail.aspx?SessID=8513&... 8/4/2010 i J C'. Il c k Vic ',n Ft I,/ JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS_ 6' MAX POST SPACING MAY BE INCREASED TO V IF WIRE BACKING IS USED Ternp Etwl�' (01% fro I 2*)0 BY 14 Ga WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 45.4' TRENCH BACXFILL TRENCH WITH NATIVE SOIL 2-c4- WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT Z i Z N NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30-100 SIEVE SIZE (0.66Q15MM) FOR SILT FILM ADS(ASTM 04751) - 5D-100 SIEVE SIZE (0.30-Q15MM) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM 0491) -' 0.02 SEC-1 MIN IMUM - - GRAB TENSILE STRENCHT(ASTM04632) 180 LBS. MI N. FOR EXTRA STRENGH FABRIC 1001BS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION ASTMD46321 30%MAX. ULTRAVIOLATE RESISTANCE(ASTM D43SSI 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE S WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. �SY o STD. PLAN — 214.00 PUBLIC WORKS SILT FENCE 1 DEPARTMENT ''���p MARCH 2O08 y 3 Y 2 ' 3 0 STANDARD STRENGTH GRATE FILTER FABRIC III I - CATCH BASIN NOTES 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 1.2. MAY. BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. SY - + PUBLIC WORKS FILTER FABRIC PROTECTION STD. PLAN 216.20 DEPARTMENT ��p$ MARCH 2O08 �. J B1- 5 fb D k , pc,, NOffMAN CONSTRUCTION, INC Trench Safety 1. " A'f, -Lk ;1 f" t I 1 PO Box 845 Enumclaw, WA 98022-0845 Office: 360-825-9797 Fax: 360-802-9797 License: HOFFMC1931D9 Surface Hazards Remove all obstacles within the area to be trenched. Pre -Locates Be certain that all appropriate underground services located prior to any trenching. Access and Egress A means of egress from trench excavations must be made part of the supervisor's master safety plan. A stairway, ladder, ramp, or other safe means of egress shall be located in trench excavations that are four feet or more in depth so at to require no more than 25 feet of lateral travel for personnel. Falling Loads No employee shall be permitted underneath loads handled by lifting digging equipment. Protective System All employees shall be provided certified protective equipment for their safe extraction in the unlikely case of a cave-in in trenches over four feet in depth. Personnel Pre -employment and random drug screening program shall be in force at all times. Trench Boxes All trench boxes utilized shall be certified and inspected damage prior to installation. Trench box certifications will be available on all job sites that the boxes are being used. HD Fowler Company - ww001062.4dw - Order## B154145 - - 4, / - 9, / GO lek zyM b 1/- I PCi ADS/Hancor, Inc. Same- ou A Q S N -12. W s �tr }'1,7hj Speclttcatlons s 1-1 ADSMANCOR, INC. D-WALL WTIB PIPE SPECIFICATION 4*11111111111 Scope This specification describes 4- through 604nch (100 to 1500 mm) ADStHancor, inc. D-Wall WTIB pipe for use In gravity -flow storm sewer applications for Washington State DOT. Pipe Requirements D Wall WTIB pipe shall have a smooth interior and annular exterior corrugations. 4- through 10-inch (100 to 250 mm) shall meet AASHTO M252, Type S. 12- through 60-inch (300 to 1500 mm) shall meet AASHTO M294, Type S or ASTM F2306. Manning's "n' value for use in design shalt be 0.012. Joint Performance Pipe shall be joined with the ADSIHancor D-Wall WTIB joint meeting the requirements of AASHTO M252, AASHTO M294, or ASTM F2306. 4- through 60-inch (100 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Gaskets shall moat the requirements of ASTM F477. Gaskets shall be Installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during ass"bly. 12- through 60-inch (300 to 1500 mm) diameters shall have a reinforced beI with a polymer composite band. The bell tolerance device shall be lnstafled by the manufacturer. Fittings Fittings shall conform to AASHTO M252, AASHTO M294, or ASTM F2306, Bell and spigot connections shalt utilize a spun -on or welded bell and valley or saddle gasket meeting the watertight joint performance requirements of AASHTO M252, AASHTO M294 or ASTM F2306. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Virgin material for pipe and fitting production shall be high -density polyethylene conforming with the minimum requirements of cell classfficatlon 424.420C for 4- through 104nch (100 to 250 mm) diameters, and 435400C for 12- through 604nch (300 to 1500 mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. The 12- through 60-inch (300 to 1500 mm) virgin pipe material shall comply with the notched constant Ilgament-stress (hfCi-S) test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306 respectively, InsUliation Installation shall be in accordance with ASTM D2321 and ADS/Hancor, Inc. recommended installation guidelines, with the exception that minimum cover In trafficked areas for 4- through 48-inch (100 to 1200 mm) diameters shall be one foot. (0.3 m) and for 54- and 60-Inch (1350 and 1500 mm) diameters, the minlrnurn cover shall be 2 ft. (0.6 m) in single run applications. Bacicfill for minimum cover situations shall consist of Class 1, Class 2 (minimum 90% SPD) or Class 3 (minimum 90%) material. i illaximum fill heights depend on embedment material and compaction level, please refer to Technical Note 2.01. Contact your local ADS representative or visit our website at www.ads-oi2e.COM for a copy of the latest Installation guidelines. P" Dimensions Plpo I.D. 4 6! T 6 Iv2rJ0 to 12 15 t$ 24 30 36 42 48 64- oc m 1rxi 150 340 375 450 800 75 1 1 11D0 136© 1- 18 22 28 36 �900 48 54 616701 Pmfarzfi r All Ai—f— avaN.ah:a kWh — uA*—o riu4.nrrKn ram 711 14 7 1219 112721 1 45 1702) -_ sr. 'Check with sales representative for avalabAlty by regwrt- "Pipe O.D. values are provided for referertw purpow5 ortry, values slatfad for 12-through e0-inch we t 1 IndL Contact a sates representative fo( exact values. OAI)S/Hancor, Inc., May 2009 HD Fowler Company - WW01019.4DW Oder# B154145 - - 4„ / - 8, ADsimancar, ina Speciticatlans o 1-2 m*D WALL VMS JOINT (JoW cm*A W-:,& av bW sut¢ed to change wfthotoAotim FiochtGftfetsN awydffarsVfOtybrain:a0z Jp+ Mo WBW •) ASTV, E477 GASKET BELL -BELL. CvUPGE 4. - 10, (I00-250 mm) Pi BELL. BANIIING 9 ASTM,F477 GASKET / / rLARC a1D. le. 60' t300-"1500 WD Le' -" 60, C300-lsab MM> Rta4: ELM PI'E ELD. 0 AD"ancor. Inc., May2009 F f ,-,,, APS S ,i "o -Wall" nv� f ,,. J, 6,4 / P C*r e.r ADS, Inc. Drainage Handbook sPc Q opp ot4i da sanv ADS N-120 WT IB PIPE (per ASTM F2648) SPECIFICATION Specifications ♦ 1-5 Scope This specification describes 4- through 60-inch (100 to 1500 mm) ADS N-12 WT IB pipe (per ASTM F2648) for use in gravity -flow land drainage applications. Pipe Requirements ADS N-12 WT IB pipe (per ASTM F2648) shall have a smooth interior and annular exterior corrugations. 4- through 60-inch (100 to 1500 mm) shall meet ASTM F2648. Manning's "n" value for use in design shall be 0.012. Joint Performance 4- through 60-inch (100 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12- through 60-inch (300 to 1500 mm) diameters shall have a reinforced bell with a bell tolerance device. The bell tolerance device shall be installed by the manufacturer. Fittings Fittings shall conform to ASTM F 2306. Bell and spigot connections shall utilize a spun -on or welded bell and valley or saddle gasket meeting the watertight joint performance requirements of ASTM F 2306. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Material for pipe production shall be an engineered compound of virgin and recycled high -density polyethylene conforming with the minimum requirements of cell classification 424420C (ESCR Test Condition B) for 4- through 10-inch (100 to 250 mm) diameters, and 435420C (ESCR Test Condition B) for 12- through 60-inch (300 to 1500 mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. The design engineer shall verify compatibility with overall system including structural, hydraulic, material and installation requirements for a given application. Installation Installation shall be in accordance with ASTM D2321 and ADS's published installation guidelines, with the exception that minimum cover in trafficked areas for 4- through 48-inch (100 to 1200 mm) diameters shall be one foot (0.3 m) and for 60-inch (1500 mm) diameters, the minimum cover shall be 2 ft. (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1 (compacted), or Class 2 (minimum 90% SPD) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.02. Contact your local ADS representative or visit our website at www.ads-pipe.com for a copy of the latest installation guidelines. Pipe Dimensions Nominal Diameter Pipe I.D. 4 1 6 8 10 12 15 18 24 30 36 42 48 60 in mm 100 150 200 250 300 375 450 600 750 900 1050 1200 1500 Pipe O.D.'• 4.8 6.9 9.1 11.4 14.5 18 22 28 36 42 48 54 67 in mm 122 175 231 290 368 457 559 711 914 1067 1219 1372 1702 `Check with sales representative for availability by region. "Pipe O.D. values are provided for reference purposes only, values stated for 12- through 60-inch are ± 1 inch. Contact a sales representative for exact values. © ADS, Inc., November 2008 ADS, Inc. Drainage Handbook N-120 WT IB (PER ASTM F2648) JOINT SYSTEM Specifications ♦ 1-6 (Joint configuration & availability subject to change without notice. Product detail may differ slightly from actual product appearance.) BELL BANDING ASTM F477 ASTM F477 GASKET GASKET ` FLARE G.D. / PITCH � PIPE D.D. —�{ �--- J// BELL -BELL COUPLE 4' - 10' (100-250 MM) PI1 12' - 60' (300-1500 MM) 12' - 60' (300-1500 MM) PIPE ❑.D. © ADS, Inc., November 2008 r HD Fowler Company - WW00013.4DW - Order# 6154145 - .5. 1 TYTON JOINTO Pipe 7'SF 2008 EDITION P 3 TYTON JOINT Pipe MON OW is U.S. P:pe's trademark for pipe with a push -on type connection. Simplicity, sturdiness and rate, -tightness of thil system are built into the system by design. Cormnang prsof 0 its wtrtdwide axeptance is shcwn by the tact that mom then "of the pipe nmr sold by U.S. Pipe is TYTON IOW Pipe T1'tCt(30P1T Pipe is asratlabie in sizes 4' ttreugh 64". Sias 4' through 42' are avaitable is nominal 18-fool laying lengths. 16", 2(' and 24" sizes alorg with sues M through 64' are available in nominal 20-teat laying lengths. TYTON)W Pipe in sizes 4" through 36' are tit Listed and sires 4' through Ifi are FAI Appraised. 'When MON KIN i Pipe are used for bridge crossings Q other above -ground i%tallations. Pach length d pipe must be suppo ted in a menna to restrict both teticai and hcrmntal murrement. TYTON" Gasrcut :s the ; Whir accessory?, qui red when ins'31tinR MOUNT ANNi Pipe, It is a circular rubber ga,iretwhics• has a modifiRd bulb shape in cress section. Gaskets are famished in accordance witk AifS11MIM GilVA21.1. Composition and dimensions at the gasket have been carefully engi eared to ensure a water -Sight and lasting seal. the standard MOM Gasket a manufachared ol SBR - styrene butadiene rubber. Gesk_^ts of speAi efar amers may be ordered for special applications. The aast.r-! cortex, and bell socket contour ensure that the Basket will rernain seated during p-oocr assefrb! , of tfae pipe. When joint restraint is required for wish -on joint pipe, two optims are available from U.S. Pipe. for joint restraint of 4' through 24", FIELD LOK 35;' G.3skets m2y be use,' and for }elnt restraint for 30' and 3ti", FIELD LOK' 0askets may be used. FIELD LOK 350 Gasknts are rated for 350 psi in sues 4' through 241. In addi'ron, for 4" through 64" sizes, TR FUr tripe and Fittings may be used. TR UX Pipe and Fittings are rated for wcrbng pressures for 350 psi in 4' through 24' vzes 250 osi in sites 30' through 49', and 200 psi in sums W through 64' for higher Dr=Suire appl cdtor!, I �,rttaet yaw U'S Pipe ra;,rewtatlwe. Compiete detalls on dolt! FtRD LOK 350 Gaskets and TR FLEX Ape and Fittings can be tt ord on our website, w w,uspipe.rom. NOTE: V4 Pot auift&s lei Federal Pmummat unfit~ Public law Ala 94-5R,, SectionW7,, Mown as rare Resource Rew wvy Act of 1976, srirce, due to i,Wem terhnokrttl; rec)vlod im" and stM scrap is used to s farye degstm in our L4rctde lion Prpa production. Tins pI,vii end of the pry is timished &-riled or with a ryudityctripsron the &4p to Aw mssem- * 07,R than 44 years at sutcesstul mrpe Amu have prayed its sealing ca patihi>es- Nydmsfat� tests haw sheen that the system w 11 withstand pressures ter in excess of rat_pti pnissrnrs. Q.• _Kit 1: r� line C:O TYTON JOINT Pipe BRo-003 ►J AYM/AkWA C1511A21.5, Ductile -Iran Pipe, centrituv y Cast for water Duttiic )ton MON JOINT Pile is centrifugally cast in wetai melds in ncx dance with ANSU A'litt'iA C151 A71.5 Tlie asphaltic outside coating is in accordance eith AMSVA NGt C1511421.S1, As specified in ANSUAb414A C15t1A21.51, pipe weights have been calculated usiag standard barrel weights and m4ghts of yells Ming praifuced. AASUAWWA C1041A21.4, Cement- Nartar Wag For Ductile -Iran Pipe and Fittings For Water. The cement-mcrt3r lining and inside eoatmg are in amordance with Af&NA1X Cl0Q A21.4. Special linings anchor coahngs an be furnished for saecific conilMions. ARSUAWwA Cit I1A21,11. Rubber-68sket icift for Oucile-iron Pressure Pipe jad Fittings. TYT0111 Gas$Tts ate furnisned in accadznce vrim ANSUAYfcA C 11I A71.11. ANSUAWWA CIDWA21.5, Potyethytaae Eneaserasat for Dactiie iron Pipe Systems, If specifiers and users Imliew that corrosive soils will be encoixitered where w,r products are to be installed, please refer to ANSVNY& ClO51A21.5,for proper Werra! protrwom promtures. ASTM A746-03 "Standard specification for Ductile Iron Gravity Sewer Pipe." ASTM A716-08 "Standard Specification for Ductile Iran Catrert Pape.' TYFOe, 070M/Oitr'r'°, TRhWand WD toff 3500 are Regrster-d T.rademaa,Ps of N.S Pipe sod foundry Comflim LtC. Rr;^Sit% 10.08 o k, X-" HD Fowler Company - WW00014ADW -Order#, BI 54145 - -5, Thickness Class - Thicknesses, Dimensions and Weight I., OOT LKflMG LUM ".2O•TtIOT WII48 tEK&Tt1- Autlu. .41E m. YiE16l11 AM"WEIM WEIGHT SIZE THICMES$ Tfitcown DIAMETER* LENGTHt K.11F0OTtt LUSTNt PER FWtt Inetes cuss IMkij Inks Pwndi pouas PflutsdS Pounds 4 51 0,26 00 215 11.3 4 52 on 4.80 235 115 '53 032 4A0 260 ^13,8 4 Oz 4SO 280 45'0 4 55 0.38 410 300 16.1 4 56 6.41 M 320 i7.3 6, 50 0 2S 6.90 305 ISO 6 51 028 6.00 0 6 52 0,31 5.90 310 19.6 8 53 0.34 6.90 400 21.4 6 54 0.37 6.90 435 23.2 6 55 0.4.0 6.90 465 25.0 6 56 6.43 630 495 26.7 0.27 9.05 430 22.8 51 0.30 106 475 25-2 8 62 033 945 5241 8 53 0.36 9.05 560 '30A a 54 0.39 SA 605 32.5 1 55 0.42 9.46 650 Xt 6 56 0.45 9Z 690 37.2 to SO 0.29 570 30.1 To 51 0.32 HJO 625 13.2 10 52 0.35 11-10 680 36i. 10 53 038 '11.10 730 "39.2 10 54 OA1 . .. . ....... 11.10; 785 421 M 4 . U 10 56. 0,47 11.10" 890 Atijhts may rare fz W standard bar64 of ditTtmoiii in bill 4�ghft f ivi'dini W• cakutzled nviffft of pipe rau*d off t'i'l7azAst 5 thj: tt hdudhij, Wt. 'fverdge -_'Pt Pei ku.r. basW on uWated Neight at pipe Deforemund?ng, � I - 13 G►-f . :Ln jJt 82.13 j5 Ca Tyf� $• e- TAiViJvsl S)Vl'J s h tN. e concrete products August 3, 2010 Hoffman Construction, Inc PO Box 845 Enumclaw, WA 98022 Fax: 360-802-9797 Email: karen@hofcon.com Re: Union Ave NE / Duvall Ave NE, Renton, Washington To Whom It May Concern: The materials described below for the above mentioned project will meet the specifications as listed in the Standard Plans for the "Washington State Department of Transportation" and the "Annual Book of ASTM Standards". Concrete Inlet 48" Type II Catch Basin Polypropylene Ladder Polypropylene Step/HH Grade Adjusting Ring 20x24 Frame & Grate Debris Cage Sincerely, Gary R Pattee Gary R. Pattee Production Manager GRP:sm Ref: 5793 Enclosure WSDOT B-25.60-00 WSDOT 13-10.20-00/ ASTM C-478 (AASHTO M199) WSDOT B-30.90-00/Ladder-ASTM C497 WSDOT B-30.90-00/Steps-ASTM C478 WSDOT B-30.90-00/ ASTM C-478 WSDOT B-30.40-00 ASTM A36, A123 B2-F3 catch basin Curb Inlet Type 26 Reinforcing ■ ASTM A-615 • All components ■ #3 grade 60 reinforcing bar 6 Inch Riser ■ 300lbs 12 Inch Riser ■ 600lbs Precast Base ■ Base unit has four-way knock outs provided for pipe entry • 1100 Ibs ■ 1Y2 inch hole on each side for handling Conformity Standards ■ Washington State APWA / WSDOT Standard Specifications • WSDOT B-26 Note: drawings not to scale ok-+'c- products 6" RISER ASER sh ^p e Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free - WA only] 1618 East Main Avenue Fax Line 1 (253) 845-0292 www,shopeconcrete.com concrete products Puyallup, WA 98372-3142 Fax Line 2 (253) 864-6172 MADE IN USA WSDOT B—Yo DI X D O x x J � J 0 0 J r m N J O o Yl U � OUfFNl TO - w IF to EAST JORDAN IRON WORKS — SATHER 2024 24" B [610mm �p 1 3/8" [35mm] I 20" [508rr 1 3/8 (35mm [Y 3' [76mm] GRATE SECTION FRAME SECTION 1 3/8' 2 1/16" [35mm 1 5/8" 1' [52mm ] 3/4' [41 mm] ` '1 I~ [25mm](19mm] F-1 II � 1 3/4" [44mm 3' I- 1 3/4" (76mm [44mm] GRATE SECTION 26" [660mm 24 1 /4" [616mm] 1 5/8" 22 1 /2" [41 mm] [572mm f 24 1 /4" r [616mmF 1 5/8" [41 mm 29 1 /4" [743mm FRAME SECTION 4 1 /2" [1 14mm] G v c EAST JORDAN IRON WORKS, INC. P.O. BOX 439 EAST JORDAN, MI. 49727 1-800-874-4100 FAX 231—536-4458 1 /4" DRAWN mm] SBB APPROVED DATE 05/03/02 DATE CATCH BASIN ASSEMBLY PRODUCT NO. 00775001 DIPPED CATALOG NO. 7750M1 DI 7750Z REF. PRODUCT NO. 00775030 00775010 EST. WT. GRATE: 118 LBS 54kg FRAME: 160 LBS 73kg UNIT: 278 LBS 126kg OPEN AREA 185 SQ. INCHES 1 194 SO. CM MAT'L SPEC. GRATE — DUCTILE IRON ASTM A536 15c) FRAME — CAST IRON H ASTM A48 CL35 1 LOAD RATING HEAVY DUTY 48" Type 2 Precast Catch Basin WSDOT B-10.20-00 Flat -top Slab Reinforcing ■ #4 deformed rebar ■ Round or rectangular opening 16 Manhole Wall Reinforcing ■ Minimum 0.120 square inches / linear foot Base Reinforcing • 0.15 square inches / linear foot in both directions • n Separated base slab 0.23 square inches / linear foot in both directions 0 Hole or Knock Out Dimensions ■ Maximum hole size is 36 inches ■ 8 inches of minimum distance between holes • 2 inch diameter lifting holes provide ■ Cored holes available Conformity Standards • ASTM C478 - 97 Manhole • ASTM C443 rubber gasket joint ; • ASTM D - 4101 polypropylene steps and ladders • Washington State APWA / WSDOT Standard Options Available • 2 foot minimum sump ■ Specialized coatings ■ Custom hatches ■ Kor-N-Seal boots 24" Note: drawings not to scale manhole products Top Slab Plan View S/")11 L] Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free - WA only] I V 1618 East Main Avenue Fax Line 1 (253) 845-0292 www.shopeconcrete.com concrete products Puyallup, WA 98372-3142 Fax Line 2 (253) 864-6172 additional manhole items Item Details ■ Rail - 9/16 inch round bar, grade 60 • Rung - #4, grade 60 rebar ■ Lane International Corporation P.O. Box 925 18067 S.W. Lower Boones Ferry Road Tualatin, Oregon 97062 ■ www.laneinternational.com Rail Rung Note: drawings not to scale Polypropylene Hanging Ladder �ECORPORAT/O#�L 12" Shl.ve n Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free - WA only] 1618 East Main Avenue Fax Line 1 (253) 845-0292 www.shopeconerete.com concrete i products Puyallup, WA 98372-3142 Fax Line 2 (253) 864-6172 additional manhole items ", M-� Lane P14938 Safety Step AMMcCORPOAC-lOH�C Forward View 15" Overhead View 1 3%:' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° o 000000000000000000000000000 000000000000000000000000000 Side View ( 0 ) 4 #4 grade 60 steel reinforcing bar Note: drawings not to scale S��-,pe Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free - WA only] 1618 East Main Avenue Fax Line 1 (253) 845-0292 www.shopeconcrete.com concrete products Puyallup. WA 98372-3142 Fax Line 2 (253) 864-6172 ' `;'06/23/2009 12:47 FAX 14254864608 ATW000 FABRICATING 16002/002 24" ACCESS DOOR 1MTt LOCKING MECHANISA 31 34' X 4" FLAT I 7 1/2' ❑.D. NOTES' I ALL METAL PARTS SMALL 9"e ALUMINUM. t. ALL J9,MS WELDED SOLID DRAWN BY: 48" ALUMINUM AMANDA ATWOOD ROUND BAR DEBRIS CAGE ALUMINUM v ON CENTER p A u. BAR P.O BOX 12765 MILT. CAEEKI VIA 98C62 (425) 681.5388 FAX (42$)00-4e08 81-#13b H.D. FOWLER COMPANY August 3, 2010 To: Hoffman Construction Attn: Brad Rc: Union/Duval Ave Storm To Whom It May Concern: CVTytI e � c',.. I "t'-f . Ap�t.r1 o k , % The materials we will use on the above -mentioned project are as follows: 24" trash rack Thank you, John Shea Thank you, J. F. Shea Marysville Branch 6017 2 h Drive NE Marysville. WA 98271 (360)651-2400 (800) 819-5898 (360) 658-5305 Fax %z" Sch 40 Aluminum pipe to 6061-T I Specs Ok, pv Particle Size Distribution Report 012 ! O N 100 90 80 70 x W Z 60 Z 50 I, W 40 IL 30 20 10 0 mini Mo INEIIII Millis I Milli ON 111111 11 Milli I mililim 1I111111 Milli lik1.1111111millilimilliilli Now L110 GRAIN SIZE - mm. ,fie +3" % Gravel % Sand %Fines Coarse Fine Coarse Medium Fine slit Clay 0.0 18.2 28.1 21.2 22.4 6.3 3.8 co N N 0 F- ai .a 74 m Z r- w v N 0 Material Description Sample #4436: Gray well -graded sand with gravel A_tterberg Limits (ASTM D 4318) PL= LL= Pl= Classification USCS (D 2487)= S`'V AASHTO (M I" A-1-a Coefficients D90= 40,0025 D85= 26.7947 D60= 6.9466 D50= 4.0000 D30= 1.7829 D15= 0.7044 1010= 0.4221 Cu= 16.46 Cc= 1.08 Remarks Test Equipment ID: 5 Sand Equivalent (ASTM D2419): 76 Date Received: 1/11/2010 Date Tested: 1/13/2010 Tested By: E. Moser/A. Duon Checked By: W. Hansen Title: Project Manager F- WSDOT 9-03.19 Bank Rim tn Q Location: Submittal Sample - Minus 4" Gravel Date Sampled: 1/11/2010 c Sample Nu b®: 4436 0 OTTO ROSENAU Client: ICON Materials Project: ICON Miscellaneous 2010 & ASSOCIATES, INC. pro'ect No: 1 21 Figure 4436 Test Results (ASTM D 422 & ASTM D 1140) Opening Percent Spec." Pass? Size Finer (Percent) (X=Fail) 4 100.0 2.5 100.0 100.0 - 100.0 2 94.9 75.0 - 100.0 1 84.6 .75 81.8 .625 77.7 .50 70.8 .375 65.1 .25 58.6 #4 53.7 22.0 - 100.0 #8 36.4 #10 32.5 #40 10.1 #100 4.8 #200 3.8 0.0 - 10.0 T-1(- is6 p.. A r-, G r*,V*l ■N■■■■N��■■■■■n■■ - 1 ■n■■■■■■■■►■■■■■■■■2.90 ■■■■IMiX■■■■■■■■■■■■■■■■ . . . • , ■■■■■■s■■■■■■■■■Pn••=-.----,■ ... :t ■■■■Re■■■■■■■■r■r►■■■`.:.....�■ ■■■Ei■■■■MEN■■■■=li■■i►�s■■E■■ii■=• - ' ■■N■■■■■■■■■■■■ • • , 1 ■■■■■■■■■■ V/■■■■■■Nip■!\■■■■■■ ■■■■■Vt%■■■■■■■■■■■■■■■'q■■■■■ ' u■ii■Wi■i■■iiu■iiiii�■ii■ii ' " e ■ • a .• • e e . e e� e l e.e �_ ROCK CORRECTED TEST RESULTS Material Description Maximumdry density / 133.0 1 t t • 9-•- 1 1 , 1• , I Project No. 1 1121 Client: ICON Materials, - •ject: ICON Miscellaneous2010 Loc.: Submittal Sample - Minus 4" Gravel Sample No.: 4436 Checked by: W. Hansen, Title: Pn)jec.t / Managero l ♦, l • 1 Figure Receive& fa■ Aua 03 2010 11:28M Fax Station : HOFFHAN CONSTRUCTION INC D . I Hug 03 10 11:44a Ricr-)arri P1Prcitt1 360-825-4787 Aggregair how'Ce AppmvW KCPOn weshlnefonslrnrr WSDOT MATERIALS LAS 11/1312009 �r Department of 1tA01portAtton Aggregate Source approval Report owner Enumclaw pustrY, Inc. Aggregate Source: QS-A-322 tea#tG Knnwn aa. !n.rmcraw QuarrY located In: ME 1/4 NE 114 Section 13 720rt R6E COOMW KIN Remark's; P. t rugs I cat t Pit Run ►taterletfr Prior to incerporttttnp any of the foltowinQ Into a jab, Gradation ana Sand Equivalent tests shall be performed to determine If the materlot does m fad Freetspecllkadon for the Intended use: gager;# for Root Wtlt 54W ] for Sand Oraine Boddng 1010*191 for R�'d Papa Badenil k%*W for T4rmoptatko Plea "seeding 54`4 Fo w claaen AaaGr:M for Clauaa A, s or C Cravat Bba5eter Octant and Dryaak% Graval (labels W F%1949" Ctau. H Graval93cm for P46 Iona OW0.10 Gtavtfem[AlFefojWara Ora Y(lBorvw Send 7rknepeBilr4el Sek% or c4—mn %1nrr No, Preom'nbry Ttstl are rmored to be :)&fcrmcl by the .State MetWals tab Growl Base: T"t Date: Explratlon Date 0'a'n K* Rvatun: sa lr PmAufw Contact t*e Regional Materials Offlca to reuutst PRELIMINARY SAMPLES be acquired. EVIIIUattEn and approval or this Ste as a Source Of GRAVEL BASE Is Faqutred poor to use. Mlocral Agg. and Surfadnpr Tsst Date: LS/06/2009 ExOatlon Data. 13/06/2014 A 9mlion: I." Apoe*eal Sp. G. 2.760 auik Sp A (SSD) 2699 Wtbp G.c 2149 ov: es La 20 Cwrently oppfoved as a source of aggregate for: AT© Worst BST Conned Cove, Sloop 861'C-uahad ScroonMga Crwhed surfisang Base Como Crushed Surfadrq Kcy Sloew Crushed Surfacing lap Cwiso Gra+al9*04 for Fcund0o4 Clem A sum cow Courua Km Waanne Couru Maritnanaa Rack 6hWAN Ballam Atceptanct tests need to be performed as necessary. Portland Cement Concrete Aggregate#: ASR • 14 Dqr: ASat - ono 74a-, fCAAatev k*: FCAOrpenloc Ala(m sump., Pevographtc Anatytty Test Date Puplratfen Date: CJ-A A►torptitM: FCA Sp. 0: CCA Sp CC. LA: raQntact the Neolonof Matrtats Office to request PRELIMINARY SAMPLES be scqulrod. Evatuatlan and approval of this site as a sowtae of AGGREGATES for PCC is required prior Oo vse. Rlprep and Quie'ry Spells- Test Da`e: 11/05/2009 Etplratfon Date: 11/06/201D Absorption: 1.17 Apparent Sp. G.t768 Hulk Sp 0. (KSD) 2.0(9e Bulk 6p. G : 2 440 Dap- as LA 70 Curre�t!Y ax,oveo as a source or aggregata Far: Bacot For Rodc ~ Quarry Spatrt RlpRap Rocit OF Rock VOR art0 Cb'Ndng Matefiel Stone for 0*Ion Clli;bb+y Dlstrib411m Physical Tectlno _ Project Engineer-__ Reolon Cperat(ons Region Materfe s Aggreyata Source Approval System li"n-1/sanrni.%rrerint 6)amnrt A.&nit net=Z')7 I ATLIac1 c�dcbar�fS�G? ht,t- �,tia. c m 1.00 90 80 70 LLI Z 6C Z 5C w M 4C W a. 3C 2C c Particle Size Distribution Report a c c c c c = m C. C 0 0 0 o v 81- Z Mb Cr,j L Su r.4't~Crn 9 IMMURE -ii, 1111110111111rol,11111 - MN iulmul�lnj V \J'111V DILL - I11111. % +3" % Gravel % Sand_ Coarse Fine Coarse Medium Fine 0.0 0.0 1 45.8 26.3 16.4 6.0 Test Res uits (ASTM D 422 & ASTM D 1140) Opening Percent Spec'* Pass? Size Finer (Percent) (X=Fail) 1.25 100.0 1 100.0 .75 100.0 100.0 - 100.0 .625 100.0 .50 96.3 80.0 - 100.0 .375 89.2 .25 67.9 #4 54.2 46.0 - 66.0 #8 31.5 #10 27.9 440 11.5 8.0 - 24.0 4100 7.3 4200 5.5 0.0 - 10.0 WSDOT 9.03.9(3) CSTC Location: Submittal Sample 5/8" CSTC $a_mple Number: 4443 OTTO ROSENAU & ASSOCIATES, INC. % Fines Silt 5.5 Material Description Sample #4443: Gray well -graded sand with silt and gravel Atterberg Limits (ASTM D 4318) PL= LL= PI= Classification 11SCS (D 2487)= SW-SM AASHTO (M 145)= A-l-a Coefficients D90= 9.7525 D85= 8.6561 D60= 5.4251 D50= 4.2826 D30= 2.2079 015= 0.7446 1310= 0.3111 Cu= 17.44 Cc= 2.89 Remarks Test Equipment ID: 5 j Sand Equivalent (ASTM D2419): 85 Date Received: 1/14/2010 Date Tested: 1/15/2010 Tested By: A. Duone Checked By: W. Hansen Title: Project Manager Client: ICON Materials Project: ICON Miscellaneous 2010 Date Sampled: 1/14/2010 ( ,710 Cou rl,', 0k, D�/ MOISTURE DENSITY TEST REPORT Curve No. 137.5 I I I i 4443 II ZAV SpG I 2.90 Test. Specification: 135 1 1135.0ASTM D:1557-07 Method B Modified ASTM D 4718-87 Oversize Con. Applied to Each Test Point Preparation Method a. 132.5 I Hammer Wt. 10 ib. Hammer'Drop 18 in. w (DNumber of Layers five Blows per Layer 25 130 Mold Size 0.03333 cu<ft. Test Performed on Material Passing 3/8 in. Sieve 127.5 0 NM 6.2 LL PI Sp.G: (ASTM D 864) Estimate - I %>318 in. 10.8 %<No.200 5.5 125 4 6 8 1.0 12 14 16 USCS SW-SM AASHTO A-1-a Water content, % Date Sampled 1/14/2010 --o -- Rock Corrected --0-- Uncorrected Date Tested 1/19/2010 Tested By E. Moser TESTING DATA 9 2 3 4 5 6 WM+WS 6272.0 6363.0 6442.0 6428.0 WM 4222.0 4222.0 4222.0 4222.0 WW+T#1 516.6 561.1 554.6 584.1 WD+T#1 480.7 511.2 496.5 514.7 I I TARE #1 0.0 0.0 0.0 0.0 WW+T#2 WD+T#2 i TARE #2 i MOISTURE 6.8 8.8 10.5 12.1 i DRY DENSITY 129.8 1 132.5 1 134.8 132.1 i E ROCK CORRECTED TEST RESULTS I UNCORRECTED (Material Description Maximum dry density =135.0 pcf 132.0 pcf Sample #4443: Gray well -graded sand with � silt and gravel Optimum. moisture = 10.5 % 11.5 % Remarks: i Project No. 10-0021 Client: ICON Materials Test Equipment 1D: 3 Project: ICON Miscellaneous 2010 i 's o Location: Submittal Sample 5/8" CSTC Sample Number: 4443 Checked by; W. Hans Title: Project Manager - /G s OTTO ROSENAU & ASSOCIATES, INC. I Figure 4443 84-21 zos Cl*> s VZ Appc.,, +P ICONM**982 CF HOT MIX ASPHALT MIX DESIGN SUBMITTAL WSDOT CLASS "A" and "B" HOT MIX ASPHALT GRADATION Submittal Date: June 12, 2009 Description: Commercial Utility Patching Owner: City of Seattle Contractor: CorrPro 1. AGGREGATE, BINDER AND ANTI -STRIP SOURCES A. First Mineral Aggregate - Washington State D.O.T. Source #A-464 (ICON Materials Auburn resource) B. Second Mineral Aggregate - Source A-464 C. Blending Sand - Source A-464 D. Asphalt Cement - PG 64--22 - U.S. Oil & Refining - Tacoma WA refinery Alternate Supplier: Sound Refining - Tacoma, WA refinery E. Anti -Strip Additive (All AC Suppliers) - Brand Name - ARR-MAZ Adhere LOF 6500 2. BLENDING RATIO A. First Mineral Aggregate (5/8" chips) = 25 % B. Second Mineral Aggregate (1/2" - 0) = 55% C. Blending Sand - 20% D. AC Content - Most recent WSDOT design was for Contract 7553 (2009 - Mix ID No. MD090008). Asphalt binder content was set at 5.3% by weight of total mix. The proposed job mix formula is slightly revised to accommodate Class "A"/ Class "B" specification. MD090008 is a substantially similar 1/2" HMA design. E. Anti -Strip Additive - Anti -strip was not required Mix ID No. MD090008 and has not be required for ICON mi., in 2008 or 2009, 3. PROPOSED GRADATION ------------------- Percent Passing by Weight ---------------- ------- Stockpile Averages with blending ratios ------------� First Mineral Second Mineral Sieve Aggregate (25%) Aggregate (55%) Blending Sizes (5/8" chips) (3/8" to 0) Sand (20%) ------------------------------------------------------------- ------ Proposed Target Gradation Class "A/B" (Job Mix Formula) Specification 3/4" 100 100 ------------------------ 100 ---------------------------- 100 ------------------ 100 1/2" 79 100 100 95 90 - 100 3/8" 23 95 100 78 75 - 90 #4 4 61 98 54 46 - 66 #10 2.8 34 68 33 30 - 42 #40 2.0 15 26 14 11 - 24 #200 1.7 6.7 3.5 4.8 3.0 - 7.0 4. MISCELLANEOUS DATA Sand/Silt Ratio = 6.9 Sand Equivalent (Ave.) > 40 Fracture > 90% Ave. Rice Density (Historic) = 154.6 pl ICON Materials 6819 South 228th Street, Kent, WA 98032-2961 * 206 575,3200 Mailing Address ' PO Box 88050, Tukwila, WA 98138-2050 ' 206.575.3207 facsimile An Equal Opportunity Employer ICON Class A-B design 2009 - English As Mar,12, 2009 3:45PM WHOT-Materials Laboratory No.0107 P. 2/3 Wasltiugton State Department of Transportation - Materials Laboratory PO Box 47365 Olympia / 1655 2nd Ave. Tumwater / WA 98504 BITUMINOUS SECTION NIX DESIGN VERIFICATION REPORT AMA CLASS; 1/2" WORK ORDER NO: 007553 DATE SAMPLED: 2/ I812009 LAB ID NO: 00000103A I C DATE RECV'D: 2/ l 9/2009 TRANSMITTAL NO: 103A1 C SR NO: 900 M1X W NO: MD090008 SECTION: S)? 78TH ST VIC TO NEWPORT WAY VIC AND 1.90 WB CONTRACTOR: ' ICON OFF RAMP - WIDENING Pb 5.3 % Gmm @ Nini: 35.3 % Va @ Ndes: 4,2 • VMA @ Ndes: 14.2 • VFA @ Ndes: 70 % Gmm @ Nmax: 96,7 D/A 1.3 1,2 1.1 Pbe 3.9 4.3 4.8 Gmm 2.520 2,506 2,484 Gmb 2.381 2.401 2.428 Gb 1.0a 1.028 1.028 Gse 2.713 2,726 2,722 8 100 100 100 160 4.8 84,5 5.5 14.5 62 5.8 8G.9 2,3 13.7 83 Specifications 5 89.0 Approximate 4.0 a 14.0 65 - 75 s 98.0 0.6 -1.6 CONFIDENTIAL . l + •\ •' 'Fr E : +-� _ i - l� -_mot,- TE A�T )lei(t tLA-I O r{TORY� 1r.1stlla IC' ON_. i A i�\ �.j-� Il 1 Specifications Tolerance Pb 4.8 5.3 5.8 t 0.5% • Gmm @Nini: 8 83.7 84.7 86.4 5 89.0 • Va @ Ndes: 100 6.7 5.2 3.1 Approximate 4.0 2.5 - 5.5 • VMA @ Ndes: 100 15.8 15.4 15.0 >_ 14.0 >_12.5 • VPA @ Niles: 100 59 67 80 65 - 75 % Gmm @ Nmaa: 160 96.6 5 98.0 D/A 1.3 1.2 1.0 0.6 - 1.6 Pbe 4.0 4.5 5.1 Gmm 2.526 2.509 2.481 Gmb 2.357 2.380 2.405 Gb 1.028 1.028 1.028 Gse 2.727 2.730 2.717 .................... %Anti -Strip: 010% 0,25% 0.50% 0-75% 1.0%~ Visual Appearance: NONE NONE NONE NONE NONE %Retain6d Strength: 105 105 101 100 95 --...........::..� -= - ---STATE iG1A}rT A S 1a 0 IV E ri if f..Asphalt Binder Supplier Remarks: Asphalt Binder Grade Verification of Volumetric Properites Percent Binder (Pb) (By Wt. Total Mix) determined by SGC internal angle, % Anti -Strip (By Wt, Asphalt Binder) Type ofAnti-Strip I Mix ID Number Sample Wt. (grams) (Informational Only) Sample Height @ Ndos (Informational Only) Ignition Calibration Factor (Informational Only) Optimum Mixing TemperatureCompaction Temperature Rice Density (lbs/f?) Pa ad�. 1 of 7. Mar, 12. 2009 3:45PM WHOT—Materials Laboratory No.0107 P. 3/3 Washington State Department of Transportation - Materials Laboratory PO Box 47365 Olympia / I655 2nd Ave. Tlimwater /'WA 98504 BITUMINOUS SECTION MIX DESIGN VERIFICATION REPORT TEST OF: AOOREGATE PROPERTIES FOR HMA CLASS:1/2" WORK ORDER NO: 007553 LAB ID NO: 00000103AI C MIX ID NO: MD090008 ------------------CONTRACTOR'S DESIGN AGGREGATE STRUCTURE AND AGGREGATE TEST DATA —----- --------------- Combined Specifications Toleran6e Material: 5/8" CHIPS 3/8"-0 Source: A-464 A-464 Ratio: 22% 78% 1 1/2" square 1" square 3/4" square 100.0 100.0 100 too 99-100 1/2" square 79.0 100.0 95 90 -100 90 - 100 3/8" square 23.0 95.0 79 MAX 90 73 - 85 U.S. No. 4 4.0 61.0 48 43 - 53 U.S. No_ 8 3.0 38.0 CONF I DENT I 30 L 28 - 58 28.34 U.S. No.'16 3.0 26.0 21 U.S. No. 30 2.0 1910 15 U.S. No. 50 2.0 .13.0 11 U_S_ No. 100 2.0 8.0 7 U.S. No. 200 1.7 6.1 5.1 .0 - 7.0 3. l - 7.0 Gsb Coarse 2.680 2.656 Gsb Fine 2.632 Gsb Blend 2.680 2.641 2.650 Sand Equivalent 77 77 45 MIN. 'Uncompacted Voids (FAA) 47 44%MIN. Course Agg Frac U.S. No. 4 99 100 99 90% Single Face Fracture MATERIALS LABORATORY AGGREGATE TEST DATA-- - -- — — —` •....------.-- Gsb Coarse 2.702 2.664 Gsb Fine 2.646 2.646 Gsb Blend 2.702 2.653 2.664 Sand Equivalent 73 73 - 45 MIN. Uncompacted Voids (FAA) 50 44% MIN. Course Agg Frac 'U.S. No. 4 • 97 97 97 90% Single Face Fracture ----------------------- --------- ------------ -----................ COMMENTS ..................................... ---------------- ------------ Remarks: Verification of Volumetric Properties determined by SGC Internal angle. Environmental & Engineering programs: Tl 52 - Construction Engineer----------------------------- X T153 - Accouming Section---------------------------------- X T166 - General File------------------------------------------- X T112 - Bituminous Materials Section--------------------- X T175 - Region: NORTHWEST T178- Construction Ofiice--41---------------------------- X Materials Engineer---41------------------ --------- X P.E.: D. LINDBERG X(2) Page, 2 of 2 .................................................................. . . THOMAS E. BAKBR P.E. Materials Engineer 2 By: Joseph R. DeVo- Bituminous Materials Bngincer (360) 709-5421 1 Date: 3 / 11 / 2009 Qualified Product List Page 1 of 1 Admk(Vows Search I Contact WSDOT W36dT Hanm Dgtoro epartnes f Transportation Qualified Product List Product Information Manufacturer : U,_S. OL & Ref_ning.Co., Tacoma WA Product Name : PGAB: 58-22, 58-3 64-22, 4-28, 64-34, 70-22, 70-28, 70- 34, 76-22. Standard Spec : 9-02.1(4), Asphalt - Performance Grade Asphalt Binders (PGAB) Product Description : Performance graded asphalt binders Product Restriction Acceptance Code : 2148 Code Description : Bituminous materials may be accepted by the Engineer based on the asphalt binder supplier's Certification of Compliance incorporated in their Bill of Lading, reference WSDOT Std Spec 9-02.2(1). The Certification will include a statement certifying specification compliance for the product shipped. See Construction Manual 9-5.7 for requirements of sampling frequency. Note 1 : Check Approved Mix Design for Anti -stripping requirements. Last Updated : Aug 4, 2005 Contractors with WSDOT Click here for Contractor__.P....roduct._I_nfo.._Pa.ge Copyright WSDOT © 2003 Traffic & Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home http://wsdot.wa.gov/bizlmats/qpl/QPLProdinfo.cfm?Product_no=1993027&product_Origin... 6/ 12/2009 Qualified Product List Page 1 of I _ - Mnaf =,W-TRAFFIC &ROADS PROJECTS I BUSINESS I ENVIRONMENTAL I MAPS & DATA Qualified Product List Product Information Manufacturer : Soun . i_ng, Inc.., Tacoma - WA Product Nam : PG 64-22 Standard Sp : 9- 2.1 4), As a - Performance Grade Asphalt Binders (PGAB) Product Description : Performance graded asphalt binders Product Restriction Acceptance Code : 2148 Code Description : Bituminous materials may be accepted by the Engineer based on the asphalt binder supplier's Certification of Compliance incorporated in their Bill of Lading, reference WSDOT Std Spec 9-02.2(1). The Certification will include a statement certifying specification compliance for the product shipped. See Construction Manual 9-5.7 for requirements of sampling frequency. Last Updated : May 14, 2008 Contractors with WSDOT Click here for C.on.tra.ct.or._Product.lnfo_Pa.ge.. Copyright WSDOT © 2003 Traffic & Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home http://wsdot.wa.gov/biz/mats/qpl/QPLProdinfo.cfm?Product_no=2008038&product_ origin... 6/12/2009 Aggregate Source Approval Report Page 1 of 2 Alllfth T!/ DepartWashinme t of Transportation n State WSDOT MATERIALS LAB Aggregate Source Approval Report 06/ 12/2009 Owner: La Pianta Limited Partnership 464 Aggregate Source: PS-A- Leasee: Icon Materials, Inc. Known as: Auburn Pit Located in: SW1./4 SW1/4 SEC 28, S1/2 SEI/4 SEC 29 Section 28,29, T21N R5E County: King Remarks: Sample location: from stockpile and pit face. 11/03/08 MEA Pit Run Materials: Prior to incorporating any of the following into a job, Gradation and Sand Equivalent tests shall be performed to determine if the material does in fact meet specification for the intended use: Backfill for Rock Wall ac ill f Sad Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pi Blending Sand Foundation Material for Classes A, B or C Gravel Backfill for Drains and Drywells dation Class B Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket Select or Common Borrow No Preliminary Tests are required to be performed by the State Materials Lab Gravel Base: Test Date: 11/12/2008 Expiration Date: Drainage: Free R Value: 69 Swell Pressure: 0.2 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of GRAVEL BASE is required prior to use. Mineral Agg. and Surfacing: Test Date: 10/30/2008 Expiration Date: 10/30/2013 Absorption: 0.81 Apparent Sp. G.: 2.809 Bulk Sp. G. (SSD): 2.769 Bulk Sp. G.: 2.746 Deg: 67 LA: 15 Currently approved as a source of aggregate for: ATB Ballast BST Crushed ver ne BST Crushed Screenings Crushed Surfacing Base Course rush Su cing I<ey one C she Su cin Top o se Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock houl er B last cep nc a need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: 12/18/2008 Expiration Date: 12/18/2013 ASR - 14 Day: 0.64 ASR - One Year: CCA Absorption: 1.27 CCA Sp.G: 2.649 FCA Absorption: 2.02 FCA Organics: 1 FCA Sp. G: 2.637 LA: 11 Mortar Strength: Petrographic Analysis: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates ASR MITIGATION MEASURES ARE REQUIRED PER WSDOT STD. SPEC. 9-03.1(1), WHEN USING AGGREGATE FROM THIS SOURCE FOR PORTLAND CEMENT CONCRETE. Acceptance tests need to be performed as necessary Riprap and Quarry Spalls: Test Date: 10/30/2008 Expiration Date: 10/30/2009 http://www.wsdot.wa.gov/biz/mats/asa/ASAReport.cfm?prefix=A&pit_no=464 6/12/2009 CoNC - B� -234 214,Zs M Mfmhiingtan state CIA Department of TtiranWortation o rl 4 be, a k a t-I 2 281 Request for Approval of Material Contract FA Number SR Date 08/04/2010 Section County Union Avenue NE / Duvall Ave NE Storm System Repair Project King County _ Contractor Subcontractor Huffman Construction Concrete Services Inc. This form shall be oompleted prior to submittal. If this form is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance In completing, see Instructions and Example RAM is Bid Material or Name and Location of Fabricator. Specification PE/OPL Hdgtr./QPL Item No. ProducVType Manufacturer or Pit Number Reference Code Code Ready Mix Concrete Corliss Resources Inc. 6-02.3 Portland Cement I/11 Lehigh NW Cement Co. 9-01.2 Coarse Aggregate Corliss Resources Inc. Pit #A44 9-03.1(2) Fine Aggregate Corliss Resources Inc. Pit #A44 9-03.1(2) 25 J3650A3D - 3 Day Corliss Resources Inc 6-02.3 23, 24, C3301 A - Class 3000 Corliss Resources Inc 6-02.3 B24 C330IACB - Class 3000 Corliss Resources Inc 6-02.3 Air Entrainment BASF - MBAE 90 9-23.6 Glenium 3030 Glenium 3030 9-23.6 Project Engineer Date State Materials Engineer Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory I. Acceptance Criteria: Aecrptance based upon'Satisfactory' Test Report for aamples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. Cert. of Compliance for'Acceptance' prior to use of material. 3. Acceptance Criteria: Catalog Cuts for'Acceptance' prior to use of material. Catalog Cut Approved ❑ Yes []No 4. Acceptance Criteria: Submit Shop Drawings for'Approval' prior to fabrication of material. 5. Acceptance Criteria: Only 'Approved for Shipment', WSDOT Inspected' or'Fabdcal ion Approved Decal' material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7 Acoeptance Crkerla: Request Transmitted to State Materials Laboratory for Approval Action. 8 Source Approved: 9. Approval Withheld. Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Rem arks: Project Engineer Distribution ❑ Contractor ❑ Region Materials ❑ Region Operations Engineer ❑ State Materials Lab ❑ Fabrication Inspection M/S 47366 DOT Form 350-071 EF Revised 12i2008 State Materials Engineer Distribution ❑ General File ❑ Signing Inspection ❑ Other 2'd ILE8226ES2 Xdd 13CN3Sd-I dH Wdb0:01 010a 00 2nd ANAL saft W* Concrete Mix Design Contractor Submitted By Date Hoffman Construction, Inc. Concrete Services, Inc. 013/03/201 Concrete Supplier Plant Location Corliss Resources Inc Stunner Federal Way, Enumclaw, Puyallup Contract Number Contract Name Union Avenue NE /Duvall Ave NE Storm System Repair Project This mix is to be used in the following Bid Item No(s): Concrete Class: (check one on)y) d ® 3000 ❑ 4000 ❑ 4000D [I 4000P ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement ❑ Other Remarks: Mix Design No. C3301A Plant No. 1, 2, 4, 5_ Cementitious Source Type, Class or Grade Sp. Gr. Lbslcy Materlats Cement Lehigh NW Type 1/11 3.15 440 s r .afnror/C:entralia Class F 2.53 125 Microsilica Est Range Concrete Manufacturer Product Type orlc Admixtures Air Entrainment 13ASF MBAE 90 7.5 Water Reducer High -Range Water Reducer Set Retarder Other Water (Maximum) 250 Ibstcy Is any of the water Recyded or Reclaimed? ❑ Yese No 95" �ss� .�,., �..,� n 44 Mix Design Density 144.5 Ibs/crd Design Performance 1 2 3 4 5 Averagef 28 Day Compressive 4,270 4,355 4,210 4,105 4,520 4,294 Strength (cylinders) i 14 Day Flexural Strength beams Agency Use Only (Check appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: Date PE Signature DOT Form 350-04e eF Reviand 6106 DlstribUtion: unginai- t,onrraaur Coplea To - State Materials Lab -Structural Materials Eng. ; Regional Materials Lab: Project Inspector I LE62266SE XFJ3 13lCZ13SU1 dH Wki1110 a 01: 010a 00 2" > JNl NO11 AUSN00 MAJOH : UOL424S xeH W ed' 01 OIOZ VO 5nV a xe3 PanLaaaa Mix Design No. C3301A Plant No. 1. 2. 4, 5 A re ate Information 99 9 Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation A-44 A-44 A-44 A-44 WSDOT Pit No. WSDOT ASR 14-day b ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes [1 No ❑ Yes ❑ No Results q6 Grading- AASHTO 57 AASHTO 8 AASHTO 4 Class 2 Percent of Total 36 10 10 44 1000/0 Aoqreaate 2.68 2.70 2.70 2.61 Specific Gravity 1096 314 314 1367 3091 Lbslcy (ssd) Percent Passing 2 inch 1-1/2 inch 100 1 inch 100 21 314 inch 85.4 1.1 112Inch 25.5 100 0.6 3/8 inch 1.5 85.8 0.4 100 No. 4 0.3 18.5 0.3 100 No. 8 0.2 1.3 94.9 No. 16 0.4 70.7 No. 30 35.4 No. 50 12.3 3.9 No. 100 2.0 No. 200 Fineness Modulus: 2.83 (Required for Class 2 Sand) ASR Mitigation Method Proposed b : Low Alkali Cement & Class F Flyash Notes: a Required for Class 4000D and 4000P mixes. b Alkali Silica Reactivity Mitigation is required for sources with expansions over 0.20% - Incidate method forASR mitigation. For expansion of 0.21% - o.45%, acceptable mitigation can be the use of low alkali cement or 25% type F fly ash. Any other proposed mitigation method or for pits with greater than 0.45% expansion, proof of mitigating measure, either ASTM C1260 / AASHTO T303 test results must be attached. If ASTM C 1293 testing has been submitted indicating 1-year expansion of 0.04% or less, mitigation Is not required. C AASHTO No. 467, 57, 67. 7, 6; WSDOT Class 1, Class 2; or combined gradation. See Standard Specification 9-03.1. d Required for Cement Concrete Pavements. e Attach test results indicating conformance to Standard Specification 9-25.1. Actual Average Strength as determined from testing or estimated from ACI 211. ooT Form 35DO40 EF Revised 6106 b-d TL682266SE Xd3 1317213Sd1 dH WUt,0:01 O10Z b0 2nd ti ON1 NOIlOMUSNOO NVHJJOH : uol4e}S xej WVZZ:01 OIOZ b0 5nV xej PaALOD@d AI _ Walf 1<YglBsapoe .n Concrete Mix Design Contractor Submitted By Date Hoffman Construction, Inc. Concrete Services, Inc. 08/03/2010 Concrete Supplier Plant Lormtlon Corliss Resources Inc I Sumner Federal Way,Enumclaw Puyallup Contract Number Contract Name Union Avenue NE / Duvall Ave NE Storm System Repair Project This mix is to be used in the following 131d Item No(s): Concrete Class: (check one only) ❑ 3000 ❑ 4000 ❑ 4000D ❑ 4000P ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement ❑ Other 3000 PSI in 3 Days Remarks: Mix Desian No. J3650A3D Plant No. I, 2, 4, 5 Cementitious Materials Source Type, Class or Grade Sp. Gr. Lbslcy Cement Lehigh NW Type 1/II 3.15 611 Fly Astf GGBFS(Slag) Latex Mitxosilica Conctrete Manufacturer Product Type Est. Range ozlc Air Entrainment BASF MBAE 90 6 Water Reducer BASF Glenium 3030 Type F 20 High -Range Water Reducer Set Retarder Other 3000 PSI in 3 Days Water (Maximum) 275 Ibs/cy Is any of the water Recycled or Reclaimed? ❑ Yes ® No Water Cemerrtitious Ratio (Maximum) 0.45 Mix Design Density 144.3 Ibs/cfd Design Performance 1 2 3 4 5 Average f 28 Day Compressive Strength (cylinders) i 4,640 5,605 4,520 4,530 4,610 4.781 14 Day FlexursO Stren th beamspsi Agency Use Only (Check appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid Items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and Is being returned for corrections Reviewed By: PE Signature Date DOT Form 350-040 EF Revised 0/06 S•d Distribution: Original - Contractor Copies To - State Materials Lab -Structural Materials Eng. ; Regional Materials Lab; Project Inspector 1LE8226692 XUJ 13CH31SU-1 dH Wdt,0:01 0102 00 2nd S Al NOli3nHiSN00 NVWJJOH : uoi4e1S xej WVZZ:01 OLH VO bnV : xej panLanab Mix Design No. J3650A3D Plant No. 1, 2, 4, 5 I f ation mmulaaaw norm Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation WSDOT Pit No. A-44 A-44 A-44 WSOOT ASR 14-day b ❑ Yes �] No ❑Yes ❑ No ❑ Yes ❑ 140 ❑Yes ❑ No ❑ Yes ❑ No Results % Gradin¢ AASHTO 4 AASHTO 57 Class 2 Percent of Total 15 45 1140 100% Aggregate Specific Gravity 2'70 2.68 2.61 459 1377 1206 3042 Lbslcy (ssd) Perzant Passing 100 2 inch 100 1-112 Inch 90.8 1 inch 85.7 3/4 inch 64.2 112 inch 46.2 3181 rich 41.2 No. 4 38.1 No. 8 28.5 No. 18 14,8 No. 30 5.2 No. 50 2.3 No. 100 1.4 No. 200 Fineness Modulus: 2,83 (Required for Class 2 Sand) ASR Mitigation Method Proposed b: Low Alkali Cement & Class F Fyash Notes: a Required for Class 4000D and 4000P mixes. b Alkali Silica Reactivity Mitigation is required for sources with expansions over 0.20% - Incidate method for ASR mitigation. For expansion of 0.21% - o.45%, acceptable mitigation can be the use of low alkali cement or 26% type F fly ash. Any other proposed mitigation method or for pits with greater than 0.45% expansion, proof of mitigating measure, either ASTM C 1260 1 AASHTO T303 test results must be attached. If ASTM C 1293 testing has been submitted indicating 1-year expansion of 0.04% or less, mitigation is not required. c AASHTO No. 487, 57, 67, 7, 8; WSDOT Class 1, Class 2; or combined gradation. 3se Standard Specification 9.03.1. d Required for Cement Concrete Pavements. e Attach test results Indicating conformance to Standard Specification 9-25.1. Actual Average Strength as determined from testing or estimated from ACI 211. DOT Form 350-040 EF Revised 6108 9-d TLE8226ES2 Xdd 13r83SU71 dH WHS0:01 0103 00 2md 9 ONI NOIlOf MNOO NVWjAOH : uoL;e?S xej 14V2Z:OI 010Z b0 5nV X2j paALa3a8 Lehigh Cement, a division of Lehigh Hanson Materials Limited 7777 Ross Road oi Delta, B►ttvac tea i-IEIDELBERGCEMENTGrouP P.O. Box 960, V4K 3S8 MILL TEST REPORT ph: 604- s.0411 Cement Type: ASTM Type 1111, AASHTO Type Low Alkali Portland Cement Plant: Delta, BC Certificate #: D2-377 Production Period: Sep 01 2009 Test AST.14 .4ASHTO Sep 30 2009 Result C150-07 M 85-07 Specification Speclncallon Si02 (%) ASTMC'114 19.9 - AI203 ('1•) A97WW114 5.07 mar. 6.0 Fe2O3 ('h) ASTMC.:114 3.63 mar. 6.0 Ca0 (%) ASTMC114 64.9 - M20 (%) ASTAIC'114 0.90 max. 6.0 max.6.0 S03 (%) ASTM(II4 2.80 mar.3.0 max. 3.0 Na20 (%) ASTMC1I4 0.31 - - K20 (%) ASTM0I4 0.38 - Ti02 (•/.) ASTMC114 0.24 - C2S (%) ASTMCIJO 13 - C3A (%) ASTMC130 7.3 max. 8 max. 8 C41AF (°/.) ASTMC130 11.1 - - Equivalent Alkalies (%) AS7UCI30 0.57 max.0.60 max.0.60 C4AF + 2(C3A) (%) ASTMCJ30 25.6 - US + 4.75(C3A) (%) ASTM(.:130 93.1 mar. 100 Loss on ignition (%) AS7:1fC:114 2.6 max. 3.0 mar. 3.0 Insolable Residue (%) ASTA41014 0.21 max. 0..'S mar. 0,75 Free Calcium Oxide (%) AS7:kiCJ14 0.38 - - 0O2 in Cement(%) ASTM(J14 1.44 - - CaCO3 is Limestone (%) ASTMCJI4 96 min. 70 min. 70 Limestone in Cement (%) ASTA4Ci50 3.4 max. 5.0 mar. 5.0 Vicat Setting Time Initial (minutes) ASTAf (.V 91 101 min. 45 max. 375 min. 45 mar. 375 Final (minutes) ASTAfC19l 205 - - Blaine Fineness (m2/kg) AS TMC.04 324 min. 260 m/n. 280 +325 mesh ASTA4C.'430 1.5 - - Air Content (%) ASTA 083 6.82 max. 12 max. 12 Autoclave Expansion (%) ASTAICJ51 -0.01 max. 0.80 max. 0.80 Compressive Strength MPa 1 pal 3 Day ASTAf(:109 109M 29.0 / 4206 min, 12.0 man. I2.0 7 Day ASTMC109 109M 35.1 / 5092 min. 19.0 min. 19.0 28 Day (previous month) ASTMC109 109M 39.5 / 5729 - This will certify that the above described cement meets the standard chemical and physical requirements of ASTM Specification C-160-07 for Type I and Type II Low Alkali Portland Cements and AASHTO Specification M-85-07 for Type I Low Alkali Portland Cement. Eileen M. Jang LA4.0. Ye Quality Control Manager/Mill Engineer October 15, 2009 L-d TLES226ESE Xdd 13l7d3SU1 dH WdS0t01 0102 t,0 2nd L ONI N0I13nbiSNOO NVWJJOH : u0LlejS xej W eZ:OL OIOZ VO onv xej panLaaab At AFARG E NORTH AMERICA Cement FLY ASH TEST REPORT Analysis by: Lafarge Seattle Concrete Lab Sample from : Centralia Power Plant Average Analysis: April 1 April 30th 2010 Test Report Number 5-10 Chemical Analysis Silicon Dioxide (SI02) 47.7 % Aluminum Oxide (A1203) 16.4 % Iron Oxide (Fe209) 6.4% Total (SI02) + (AI203) + (Fe203) 70.5 % Sulphur Trioxkie (S02) 1.0 % Calcium Oxide (Ca0) 15.7 % Magnesium Oxide 5.2 % Moisture Content 0.16 % Loss on Ignkion 0.29 % Available Alkali as Equiv. Na2O (praviovs month's result) 1.9 % Total Alkalies as Equivalent NaQO 421 % aical Analvais Fineness Retained on 45 um (No. 325 Sieve) 17.6 % Strength Activity Index Wdh Portland Cement % of Control at 7 Days 87 % % of Control at 28 Days (previous month's result) 91 % Water Requirement, Percent of Control 96 % Autoclave Expansion 0.04 % Density 2.62 Mg/m3 Unlformity Reaulretrents Density, Variation from Average 0.00 % Fineness 45um Sieve, Variation from Average 0.64 % We hereby certify that the composite fly ash sample above meets the chemical and physical requirements of ASTM C618-05 and AASHTO M295-07 for class F fly ash. Certified; - V '' • , WESTERN REGION 5400 West Marginal Way SW, Seattle, Washington 98106-1517 Office: 206.923.0098 or 800.417.0100 Fax: 206.923.0388 8•d TL68226692 XUJ 131783Sd1 dH WU90:OT OToa 00 2nd 8 ONI N01101-1USN07 NVWJJOH uOL1e}S xeJ WVZZ;OL OLOZ b0 UnV xej paAiaaab Aggregate Source Approval Report Page 1 of I wasttingtsnSlate WSDOT MATERIALS LAB 10/30/2009 Depwilmont of W&MSpertelldn Aggregate Source Approval Report Owner: Corliss Resources, lnc. Aggregate S4urtre: PS-A-44 Known as: Enumclaw Pit Leasee: Located In: SE 114 SW 1/4 SEC 20; NW 1/4 NW 1/4 SEC 29 SecLion 20,29, T20N R7E County: King Remarks: Degradation factor for Concrete Aggregates: 61 (10/10/09 MEA) Pit Run Materialist Prior to Incorporating any of the following Into a job, Gradation and Sand Equivalent tests shall be performed to determine if the material does in fact meet specification for the Intended use: BoWl for Rock Wag Bec for Send Drains Bedding Material Fbgid Pipe 4t Bedding Material for 1lwrmopiesfic Pipe Blending Sand Foundation Material for Classes A. B or C Growl Baddil for Drains and Drywells Grovel BwAS for Foundation Class B Gravel eacwW for Pipe Zone Bedding Gravel BaclQll for Wells Gravel Borrow Sergi Drainage Blanket Select or Common Borrow No Preliminary Tests are required to to performed by the State Materials Lab _.._--------- -- — _..__._......_..._..__..� -- Gravel Base: Test Date: 09/29/2009 Expiration Date: Drainage: Free R Vska: 69 Swear Pressure: 0 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired- Evaluation and approval of this site as a source of GRAVEL BASE Is required prior to use. Mineral Apo. and Surfacing. Test Date: 05/05/2009 Expiration Date: 05/05/2014 Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.709 Bulk Sp. G.: Ong: 30 LA: 12 Currently approved as a source of aggregate for: ATB Wall BST Crushed Cover Slone BST Crushed Screenings Crushed Surfacing Base Course Crucified Surfacing Key Stone Crushed Surfacing Top Course Gravel Bacldll for Foundation Class A I W% Other Courses HMA Wearing Course Melnlen ante (bock Shoraldet Ballast Acceptance tests need to be performed as necessary. _ ......... Portland Cement Concrete Aggregates[ Test Date: 10/08/2009 Expiration Date: 10/06/2014 ASR - 4 Day : 0.12 ASR - One Year: CCA Absorption: 1.32 CCA Sp.G: 2.678 FCA Absorption: 1.94 FCA Organics: 3 FCA Sp. G: if.649 LA: 14 Manor Strength: Petrographic Analysis: Currently approved for: Corse Concrete Aggregnales Fine Concrete Apyegates Acceptance tests need to be performed as necessary Riprap and Quarry Spoils, Test Date: 05/05/2009 Expiration Date: Absorption: Apparent Sp. G.: Buck Sp. G. fSSD): 2.709 Bulk Sp. G: Deg: 30 LA: 12 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this Site as a source of RIP RAP AND QUARRY SPALLS Is required prior to use. Distribution: physical Testing Project Engineer Region Operetions Region Materials Aggregate Source Approval System http://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=A&pit_no=44 10/30/2009 6 • al T L662266sa Xdd 131783SHI dH WU90 t 0 T 0102 to 2nd xej pan�a�aa 6 ONI N0111ndiSN00 NVWJAOH : u01.4e4S XLJ WVZZ:Oi OLOZ VO nV : 01'd National Ready Mixed Concrete Association Certificate of Conformance For IT( Concrete Production Facilities HRMCATHIS IS TO C _RTIFyr THAT Sumer Plant No. 1, Sumner, OVA Corliss Resources Inc. has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facil itf es..As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cemend ons Materials, Aggregate,' Water, and Chemical Admixtures Signature of Ucensed Professional Engineer November 03, 2009 December 04, 2011 Inspection Date Certification F_xpirahon Date This company will maintain these facilities in compliance with the Check List requirements and will correct prornpt3�y`def c=which Signature of Company Official Tide of Company Official NOTICE: The check List indieabes only tlim Bari farililles are sellsf9*ry for the prodiu4An cf concrete when properly oparaw. Coltomrance of the concrele ltadf wish swMcallon fequk9ments must be verified by usual inspection methods in accordance with sales egreemeris. TKScK rAte is issued by the Nee onal Ready Miwed concrete Assocl0lon on veh5utlon (fiat the production fac]fry conform to the requirements of the NRMGA CrudneelWn of Reedy Mixed Conuete Produollon Faci9tlee. =. Unaulhorlaed relxod ✓ 600 of misuse 01 this CeMeale may mut In legal action, Plant ID #: 913376 Certification ID k 11290 0 1965, i'992, 2001, 2002, 2006 National Ready Tull ed Concrete Association 9D0 Spring Street a Silver Spring a Maryland 2091.0 I LE8ZZ6ES2 Xd3 1317213SU1 dH Wd90 s 01 0102 b0 2nd 01 Al N011OMSN00 NVWJJOH : UOL424S xej WVZZ:OT OIOZ VO 5nV xej paALDDad II'd National Ready Mixed Concrete Association ,(CC( Certificate of Conformance For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Federal Way Plant No. 2, Federal Way, WA Corliss Resources Inc. has been inspected by the undersigned licensed professiorud engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facitrties. As of the inspection date, the facilities met the requirements for production by Truck Mixing with Automatic Batching and Recordings of Cemend ous Materials, Aggregate, Rater, and Chemical Admixtures SignatuteofLiceased ofessionalEngineer iVarch 31, 2008 ,June 24, 2010 Inspection Date Certification Expiration Date facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Signature of Company Official Title of Company Official NOTICE: The Check LMI kdh7teo onlythal pindfeeftes are aatbfa*ry for 1* pmdudon of cmaste when property operabd. Coubaname of dre wrrraro iaaif wb spech1=ftn mWhmsn% must he rallied by aunt kmpecdon mdwda in acwManca *M Wes agreements. Thtaaaftala ie lemed by the Nsf4ml Ready Wed Cmuste Asmdatim on veftdonMetfhe wo&=San t lty ombm to the W iranwnd of the NRMCA Ca ftaW of Ready Mbed Conorele Pwductkyt Faeftes, =. Una dw ind repoduebon or mouse of M cerdkab may mug In 19PI acdon. Plant rD M 815045 0 1965, 1992, 2001, 2002. 006 Certification .1D 0: 9449 National Ready Mixed Concrete Assodatlon 900 Spring Street . SUver Spring a Maryland 20910 TGE8ZZ6ESZ XUJ 1317213SU 1 dH Wki90:01 OTOZ 00 2nd LL ONI NOITIMSNOO NVNAJOH ; UOL4e4S XPJ WV22:O1 OLE bO 5nV : xej pan�aaab National Ready Mixed Concrete Association ,((Cc Certificate of Conformance For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Plant No. S, Puyallup, WA Corliss Resources Inc. has been inspected by the undersigned licensed professional engineer for etmf= uwe with the requirements of the Check List for Ready Mixed Concrete Production Facilities. ,A s of the inspection date, the facilities met the requirements for production by Truck Mixing with Automatic Batching and Recordings of Aggregate, Water, and Chemical Admixtures Signature of Licensed Professional Engineer ��avaL � April 27, 2009 April 27, 2011 (Seal) Wpeetion late Cerdncation Expiration Date This company will maintain those facilities in compliance with the Check List requirements and will correct rorn ciencies which develop. Signature of Company Official lltle of Company Official NOTICE: The Check List indicates oniy Bull plant fariWes are salIsfaebry b r the pmducyon of oorcrete when pro party operated. Cenimmawe of the oonaete L,.o va apeftafon mqubem m must be vented by va ial Ingmcton memods In accordance with sales agreements. Tb Is cerb'"s Js leveed by the Nailons Rae* Wed Comets Aseodatlon on w A cation Bud the production facft eordonna to the Mulrwoft of the NRMCA Ceditafion of Ready Mbwd Concrete Produdlon Fadrde% QC3. UnauIhoiaW mproduc{bn of misuse of iris certificate m ay result in Legal action Plant ]D N: 827493 C 1965, 1992, 2001, 2002, 2006 Certification iD il: 10622 National Ready Mixed Concrete Association 900 Spring Street s Silver Spring a Maryland 20910 ZI•d TL68226692 Xd3 1317d3Sd1 dH WUL0t01 010Z bO 2nd Z1 ONI NOIlOMSNOO NVNA�OH : uot4e4S xej NVZZ:01 010Z VO Dnv xejPanLaaaa BASF The Chemical Company HIRE Description M B-AETm 90 MB-AE 90 air -entraining admixture is for use In . E17t1"ainittg AdmiX urc concrete mixtures. It meets the -1+ requirements of ASTM C 260. Features AASHTO M 154 and CRD-C 13. 0 Ready -to -use in the proper concentration for rapid, accurate dispensing Applications Recommended for use In: BenAfits W. Concrete exposed to IB Improved resistance to damage from cyclic freezing and thawing cyclic freezing and It Improved resistance to scaling from deicing salts thawing 8 Improved plasticity and workability flit Production of high -quality .19 Reduced permeability - Increased watertightness normal or lightweight IN Reduced segregation and bleeding concrete (heavyweight concrete normally does not Performance Characteristics contain entrained air) Concrete durability research has established that the best protection for concrete from the adverse effects of freezing and thawing cycles and deicing salts results from: proper air content In the hardened concrete, a suitable air -void system in terms of bubble size and spacing, and adequate concrete strength, assuming the use of sound aggregates and proper mixing, transporting, placing, consolidation, finishing and curing techniques. MB-AE 90 admixture can be used to obtain adequate freeze -thaw durability in a properly proportioned concrete mixture, it standard industry practices are followed. Air Content Determination: Tho total air content of normal weight concrete should be measured In strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method," The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the g►aAmetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1-1/2%, the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. Guidelines for Use Dosage: There Is no standard dosage for MB-AE 90 admixture. The exact quantity of air -entraining admixture needed for a given air content of concrete varies because of differences in concrete -making materials and ambient conditions. Typical factors that might Influence the amount of air entrained include: temperature, cementitious materials, sand gradation, sand -aggregate ratio, mixture proportions, slump, means of conveying and placement, consolidation and finishing technique. Master Builders EL ONl NOl1MMN00 NVWJJOH : uOL4e4S xej WVZZ:Ol OLOZ VO anV : xej pan�a�aa Product Data: ViB-s' ETIO The amount of MB-AE 90 adirlixture used will depend upon the amount of entrained air required under actual job conditions. In a trial mixture, use 1/4 to 4 fi ozfcwt (16-260 mU100 kg) of cementitious material. Measure the air content of the trial mixture, and, If needed, either Increase or decrease the quantity of MB-AE 90 admixture to obtain the desired air content. In mixtures containing water -reducing or set -control admixtures, the amount of MB-AE 90 admixture needed may be somewhat less than the amount required in plain concrete. Due to possible changes in the factors that can affect the dosage of MB-AE 90 admixture, frequent air content checks should be made during the course of the work. Adjustments to the dosage should be based on the amount of entrained air required in the mixture at the point of placement. If an unusually high or low dosage of MB-AE 90 admixture is required to obtain the desired air content, consult your BASF Construction Chemicata representative. In such cases, it may be necessary to determine that, in addition to a proper air content in the fresh concrete, a suitable air -void system is achieved in the hardened concrete. Dlspens/ng and MWng: Add MB-AE 90 admixture to the concrete rnixture using a dispenser designed for air -entraining admixtures, or add manually using a suitable measuring device that ensures accuracy within plus or minus 3% of the required amount. For optimum, consistent performance, the air -entraining admixture should be dispensed on damp, fine aggregate. If the concrete mixture contains fine lightweight aggregate, field evaluations should be conducted to determine the best method to dispense the air -entraining admixture. Precaution In a 2005 publication from the Portland Cement Association (PCA R&D Serial No. 2789), it was reported that problematic air -void clustering that can potentially lead to above normal decreases in strength was found to coincide with late additions of water to air -entrained concretes. Late additions of water include the conventional practice of holding back water during batching for addition at the jobsite. Therefore, caution should be exercised with delayed additions of water to air-entralned concrete. Furthermore, an air content check should be performed after any post -botching addition to an air-entralned concrete mixture. Product Notes Con9stvlfy - Nan-Chlorld% Non -Corrosive: MB-AE 90 admixture will neither initiate nor promote corrosion of reinforcing and prestressing steel embedded in concrete, or of galvanized floor and roof systems. No calclum chloride or other chloride -based ingredients are used in the manufacture of this admixture. Compatiltdi y.• MB-AE 90 admixture may be used in combination with any BASF Construction Chemicals admixture, unless stated otherwise on the data sheet for the other product. When used In conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. Storage and Handling Storage 7bmperaturs: MB-AE 90 admixture should be stored and dispensed at 31 "F (-0.5 °C) or higher. Although freezing does not harm this product, precautions should be taken to protect it from freezing. If MB-AE 90 admixture freezes, thaw ert 35 °F (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pmssurlred air for agitation. SheffL t - MB-AE 90 admixture has a minimum shelf life of 18 months. Depending on storage conditions. the shelf life may be greater then stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of MB- AE 90 admixture has been exceeded. Safety. Chemical goggles and gloves are recommended when transferring or handling this material. Packaging MB-AE 90 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents . Material Safety Data Sheets: MS-AE 90 admixture. Add-ational Information For additional information on MB-AE 90 admixture, or Its use In developing a concrete mixture with special peformance characteristics, contact your BASF Construction Chericals representative. The Admixture Systems business of BASF Construction Chemicals is a leading provider of innovative additives forspeclatty concrete used In the ready mix, precast, manufactured concrete products, underground construction and paving markets throughout the NAFTA region. The Company's respected Master Builders brand products are used to Improve the placing, pumping, finishing, appearance and performance characteristics of concrete. BASF Construction Chemicals, LLC Admixture Systems i . www.mostarbLeldore.com United States 23700 Chagrin Boulevard, Cleveland, Ohlo 44122-64-44 x Tel: 800 628-imso F6 Fax: 215 888.8621 Master NSF Canada 1800 Clark BoOevard. Brampton, Ontario L6T 41V1761 Tel: 800 987.5862 41 Fax 005 702.0651 '"BASF Construction Chemicals, LAC Builders o BASF Construction Chemicals, LLC 2007 tO Ringed in USA a OW7 IN LIT/1017027 t,i -d IL60226692 Xti3 1317213SUI dH WU80:01 0102 00 2nd VI ON NOtiondiSNOO NVWJJOH : uo�4e4S xej WVZZ:O[ OLOZ 40 5nV : xej panLaoaa BASFa - The Chemical Company Description G L E N I U M® 3030 N S Glenium 3030 NS ready -to - use full -range water -reducing p {pf y [��� y j_ A �% Ft.4i1--i1ange iiY�ater-'CiS7�lt.tM inq A�^5di tixt.4c,j_ admixture is a patented new generation of admixture based Features on potVcarboxylate chemistry. Glenium 3030 NS admixture a Dosage flexibility for normal, mid and high -range water reduction Is very effective in producing 0 Reduced water content for a given slump concretes with different levels of workability Including ;;, Produces cohesive and non -segregating concrete mixture applications that require the a Increased compressive strength and flexural strength performance at all ages use of Rheodynamicie Self- * Providing faster setting times and strength development Consolidating Concrete (SCC). Glenium 3030 NS admixture a Enhanced findshability and pwrpablitty meets ASTM C 494/C 494M Benefits requirements for Type A, water - reducing, and Type F. high -range V Providing economic benefits to the entire construction team through higher wafer -reducing, admixtures. Productivity and reduced variable costs Applications Performance Characteristics Recommended for use in: The dosage flexibikty of Glenium 3030 NS allows it to be used as a normal, mid -range a Concrete where high and high -range water reducer. flowability, high -early and Mbrtuna Data: 600 Ib/yds of type I cement (360 kg/ma); slump, 8.5-9.25 in. ultimate strengths and (210-235 mm); non -air -entrained concrete; dosage rate adjusted to obtain 25-30% water increased durability are reduction. needed a Self -consolidating concrete Setting Time a Concrete where normal, Mixture Inrdal Set (h:min) Difference (h:min) mid -range, or high -range plain 4:24 — water -reduction is desired C onventonal Superplasllclzer 6:00 + 1.36 * Concrete where normal setting times are required Glenlum 3030 NS admixture 5:00 +0.36 4x4TM Concrete for fast track construction COm resslvs Stren th p g e Pervious Concrete Mixture 1 day 7 days 4o Self -consolidating grout pal psi MPa psi MPa Plain 1700 12 4040 28 Conventional Superplasticizer 3460 24 6380 44 Glenium 3030 NS admixture 4120 28 7560 52 Slump Retention - In. (mm) Mixture Minutes 15 30 45 Plain 8.5 (215) 8.5 (215) 7.5 (200) Conventional Superplasticlzer 8.5 (215) 4.25 (110) 3.5 (901 Glenium 3030 NS admixture 9.25 (235) 9.25 (235) 8.25 (210) Master Builders St.-' TGE8226CS2 Xd3 13CN3Sd3 dH Wki80:OT OTOZ 00 2nd 5L ONI NOIlOMSNOO NVWHHOH : uoi4e4S xej W ee:01 OLOZ to BnV xej paAva:)aa Product Data: GLEFINIUM"' 0 NS Rate of Hardening: Glenium 3030 NS admixture is formulated to produce normal setting characteristics throughout its recommended dosage range. Setting time of concrete is influenced by the chemical and physical composition of the bask Ingredients of the concrete, temperature of the concrete and ambient conditions. Trial mixtures should be made with actual Job materials to determine the dosage required for a specified setting time and a given strength requirement. Guidelines for Use Dosage: Glenium 3030 NS admixture has a recommended dosage range of up to 3 fl oz/cwt (195 mtJ100 kg) for Type A applications, 3-6 fl oz/owt (195-390 mL/100 kg) for mid- range use and up to 18 (l oz/cwt (1.170 mlJ100 kg) for Type F applications. The dosage range is applicable to most mkt to high -range concrete mixtures using typical concrete Ingredients. However, variations in job conditions and concrete materials, such as silica fume, may require dosages outside the recommended range. In such cases, contact your local BASF Construction Chemicals representative. ACUng: Glenium 3030 NS admixture can be batched with the initial mixing water or as a delayed addition. However, optimum water reduction Is generally obtained with a delayed addition. Product Notes Corrosivily-lion-Chloride, Non -Corrosive: Glenium 3030 NS admixture will neither initiate nor promote corrosion of reinforcing steel embedded In concrete, prestressed concrete or of galvanized steel floor and roof systems. Neither calcium chloride nor other chloride -based Ingredients are used In the manufacture of Glenium 3030 NS admixture. Compatibility: Glenium 3030 NS admixture Is compatible with most admixtures used in the production of quality concrete, including normal, mid -range and high -range water - reducing admixtures, air-entralners, accelerators, retarders, extended set control admixtures, corrosion inhibitors, and shrinkage reducers. Do not use Glenium 3030 NS admixture with admixtures containing bete-naphthalene-sulfonate. Erratic behaviors in slump, slump flow, and pumpabillty may be experienced. For directions on the proper evaluation of Glenium 3030 NS admixture in specific applications, contact your BASF Construction Chemicals representative. Storage and Handling Storage Temperature: ff Glenium 3030 NS admixture freezes, thaw at 45 aF p eC) or above and completely reconstitute by mild mechanical agitation. Do not use pressurked air for agitation. Shelf Life. Glenium 3030 NS admixture has a minimum shelf life of 12 months. Depending on storage conditions, the shelf life mtty be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of Glenlum 3030 NS admixture has been exceeded. Packaging Glenium 3030 NS admixture is supplied in 55 gal (208 U drum ;, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: Glenlum 3030 NS admixture. Additional Information For additional information on Glenium 3030 NS admixture or its use In developing concrete mixes with special performance characteristics, contact your BASF Construction Chemicals representative. The Admixture Systems business of BASF Construction Chemicals Is a leading provider of innovative admixtures for specialty concrete used in the ready -mixed, precast, manufactured concrete products, underground construction and psvfng markets throughout the North Amerfcan region. The Companys respected Master Builders brand products are used to improve the placing, pumping, finishing, appearance and performance characteristics of concrete. BASF Consowlon Chemicals Admixture Systems www.mastwbuUdws.com Master , NSF _ United States 23700 Chapin &wlward, Claveiand, Oh;o 44122.5544 a Tel: W0 028.SM A Fin: 216 839-8621 VV Canada 1800 Clark eovbvard, Brampton, OMatlo LOT 4M7 i Tel: 800 367.5862 a Fax: 905 792.0651 Builders ® Cmatructlon ReesarM d Technology OMSH m BASF Construction Chemicals 2009 + Printed in USA a 12/09 • LrT N 1021742 a. Product and/or use covered by: USGW8074 and other patents pending. 91-d TLE8226ES2 Xkid 13CN3SHI dH WU60:01 0102 fs0 2nd 9L ONi NOMf1111SNOD N11WJJOH ; uot}e}S x2j Wyao:OL OLOZ b0 bnV : xej pan�a�aa Duvall Ave - 2010 Finished A Looking S, grading for asphalt, Looking N after asphalt -finished Duvall Ave - 9-8-2010 ftoh t / ftl ^ Looking S, new 36" ADS, Look NE flex gas line over 36" FA Duvall Ave - 9-1-2010 M-t .1 • `'sue h~,� • 'I rt �� _ _ Vt� � 'low ;pw w1 1 �•�s 4 e