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HomeMy WebLinkAboutWTR2703344_5c CCIN 'I Rob Bonnett 253 537 2990 Ext 11 Fax 253 537 6943 Cell 253 377 2566 E-Mail rob@ceccantiinc.com CICCANTI INC 6INIRAI CONSTRUCTION 4116 BROONOAII RD. I. TACOMA WA 98446 CECCIINTI None: t+'►. A<::: Sh,1jDtNJG Y0U THE FGtIOWING: ® Attached LET ,37" R OF TRANSMITTAL ❑ The following ilcrns under separate coves CCPIVS 1 I DA-iF 8; :y 07 ' NtJMBLR DESCRIP'1-ION _ -- Aggregate Submittal " Franklin Ridge" Striping Submittal "Apply A Line' HMA Submittal "Northwest Asphalt" — DI Pipe Submittal "HD Waterworks" 1 1 8t29/07 2 I 1 '[1— 8/29/07 8/29i07� 829i0- I ; Concrete Mix Submittal " Wilson Concrete Constntc.ion" — 8-2Qi07 66 — — Pre cast Concrete Catch Basins " Shope Concrete" I i'I{ELF ARF. TRANSMITTLD AS C'HECKF.D BELOW: ❑ For apprw al X For your use ❑ As requested ❑ Acprovedas submitted ❑ Approved as noted ❑ resubmit For co vzcuvn For review and comment ❑ For your signature ❑ Executed copy for your tiles ❑ Other CJ Remares, JOSHUAH .HELN1 Title PROJECT ENGINEER Cyt is P—ioL 14 'A CZ� cit, CECCANTI INC GENERAL CONSTRUCTION 4110 BROONOALE RO. E. TACOMA WA 9844012531537.2090 fAX 125315371043 CECC1kNT1 Phone: Fax: LETTER OF TRANSMITTAL WE ARE SENDING YOU THE FOLLOWING: ® Attached ❑ The following items under separate cover: COPIES DATE NUMBER DESCRIPTION 1 8/29/07 1 Aggregate Submittal " Franklin Ridge" I 8i29/07 2 Striping Submittal "Apply A Line" 1 8/29/07 3 HMA Submittal " Northwest Asphalt' I 8/29/07 4 DI Pipe Submittal "HD Waterworks" 1 8/29/07 5 Concrete Mix Submittal " Wilson Concrete Construction" 1 8/29/07 6 Pre cast Concrete Catch Basins " Shope Concrete" 'THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For approval X For your use ❑ As requested ❑ Resubmit for correction For review and comment ❑ For your signature Remarks: JOSHUAH HELM ❑ Approved as submitted ❑ Approved as noted ❑ Executed copy for your files ❑ Other Title: PROJECT ENGINEER CECCANTI INC GENERAL 4118 BROOIIDA11 RD. E, TACOMA WA 08440 12531537.2000 FAX (2531537.8843 Print Form Request for Approval of Material Contract FA NuMber SR Date Project No. WTR-27-3344 Benson Road 8-24-07 Section County King Contractor Subcontractor Ceccanti Inc For Use Only For assistance in completing, see Instructions and Example RAM # Bid Item No. Material or Manufacturer's Product/Type Name and Location of Fabricator, Manufacturer or Pit Number Specification Reference PE Appr'I Code Hdqtr. Appr'I Code File No. 18 Pipe Zone Bedding Franklin Ridge Pit # PS-A-514 9-03.12(3) 18 Trench Backfill Franklin Ridge Pit# PS-A-514 9-03.19 20 3/4 minus (C.S.T.C) Franklin Ridge Pit# PS-A-514 9-03.9(3) Project Engineer Joshuah Helm Date 8/24/07 State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg. Cert. of Compliance for'ApprovaI' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Conditionally Approved: Only 'Approved for Shipment' or 'WSDOT Inspected' material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution Contractor Region Operations Engineer State Materials Engineer Distribution Region Materials General File Signing Inspection State Materials Lab Fabrication Inspection Other DOT Form 350-071 EF Revised 8/04 Aggregate Source Approval Report Page 1 of 2 Aft. a part tof`T nsportation WSDOT MATERIALS LAB 08/24/2007 Aggregate Source Approval Report Owner: Interwest Development Aggregate Source: PS-A-514 Leasee: Known as: Franklin Pit Located in: SW 1/4 Section 30 T21N R7E County: King Remarks: 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 Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pipe Blending Sand Foundation Material for Classes A, B or C Gravel Backfill for Drains and Drywells Gravel Backfill for Foundation 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: 06/30/2005 Expiration Date: 06/30/2010 Drainage: Free R Value: 72 Swell Pressure: 0 Currently approved as a source of aggregate for: Bank Run Gravel for Trench Bkfl Gravel Base Acceptance tests need to be performed as necessary Mineral Agg. and Surfacing. Absorption: Apparent Sp. G.: Deg: 42 LA: 15 Currently approved as a source of aggregate for: Test Date: 06/22/2005 Expiration Date: 06/22/2010 Bulk Sp. G. (SSD): 2.718 Bulk Sp. G.: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: Expiration Date: ASR - 14 Day: ASR - One Year: CCA Absorption: CCA Sp.G: FCA Absorption: FCA Organics: FCA Sp. G: LA: Mortar Strength: Petrographic Analysis: Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of AGGREGATES for PCC is required prior to use. Riprap and Quarry Spalls: Test Date: 06/22/2005 Expiration Date: Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.718 Bulk Sp. G.: Deg: 42 LA: 15 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a http://www.wsdot.wa.gov/biz/mats/asa/ASAReport.cfin?prefix=A&pit_no=514 8/24/2007 Aggregate Source Approval Report Page 2 of 2 source of RIP RAP AND QUARRY SPALLS is required prior to use. Distribution: Physical Testing Project Engineer Aggregate Source Approval System Region Operations Region Materials http://www.wsdot.wa.gov/biz/mats/asa/ASAReport.cfm?prefix=A&pit_no=514 8/24/2007 .AUG-27-2007-MON 03:49 PM APPL''1A LINE FAX No, 253-939-9925 P, 002 MAY-31--2007 16:31 FF,OM:ENNTS 5e33641029 T0:253 939 9925 P.212 I i 1 675 COMMERCIAL ST. NE Salem, Oregon 97303 May 31, 2007 Apply -A -Line To Whoni It May Concern: Cerl ycadon Ennis Paint Inc. certi;l'ies that our product(s) 98476J/ HWSWI (white) and 984761JEWM (yellow) meets the State or Oregon. and Washington Solvent Base 'Traffic Marking Paint Specifications. j T1: you should have any further questions, we can be reached at 800-835-3357. Sincerely, Emus Paint, Inc. JJiW Aei " Bill Hcibcr j Technical Director 1 I AUG-27-2007—'ION 03:49 PM APPLY A LINE FAX No,253-939-9925 �G o� Ennis Paint CERTIFIED TEST REPORT Re: Certification, White Alkyd Granular Thermoplastic Formulation Code: W5E-5GX-1A 885560 Batch # CTP706271M961 Date of Manufacturing 6/27107 Quantity: 44000 lbs. Item Composition P. 003 Binder 18 Min 19.5 Glass Beads 30 - 40 30.2 Titanium Dioxide 10 Min 10.1 Calcium Carbonate 42 Max 40.6 Physical Characteristics after 4 hours 0 4250 F Rd. Reflectance 75 Min 78.1 Yellowness Index 15 Max 10 Water Absorption .5% Max 0.3 Bond Strength 150 p.s.i Min 300 Specific Gravity 1.9-2.5 2.05 Impact Resistance 10 in. Ibs 12 Softening Point 215 +/- 15 F 215.9 Indentation Resistance @ 115 F 65 min 71 Indentation Resistance @ 77 F 95 min 98 Indentation Resistance g 40 F 95 min 98 Glass Beads (From manufacturer's certification) Refractive Index 1.50 Min 1.50 Percent Spheres 70 Min 76 Percent Passing Sieve: 20 100 100.0 30 75-95 86.4 50 1 "5 22.0 100 0-5 3.8 CERTIFICATION, I certify that the material described above meets all the requirements for the State of Hawaii specification 755.05. `Signature Representative I C Y Title U t ql( ' v -72 S C i OFFICIAL SEAL CANDICE TAVERNIER NOTARY PUBLIC - OREGON COMMISSION NO. 412067 1509 S Kaufman Ennis TX 75119 800 331 8118 tJIY COtlMISSION EXPIRES NOV, 240 2010 AUG-27-2007—NON 03:50 PI',I APPLY A LINE FAX No, 253-939-9925 P. 004 FROM :ENNIS PAINT FAX NO. :6613280504 Jun. 28 2007 11:51Am P1 200th 2nd Street ' Bakersfield Ca. 93304 Phone; $61-328-0503 Fax: 661-328-4504 CERTIFICATE OF COMPLIANCE -PRETEST DATA Balch Number: CTP70515Y881 Color: YELLOW DOT Lot # Binder Type: ALKYD Product # 835451 Application Type: SPRAY Product description Y1 E-5GS-1 C Date of Manufacture: 5/15/2007 i Quantity Produced 22 TON Sampling Method THIEF Item Required Found binder Content i 18% Min 21.12 I Bead Content 30% - 35% 32.6 i ' Brookfield Viscosity 218' C Low —Viscosity <4 Poise 2.1 Hardness 45 - 75 SS Daylight Reflectance (Y) Yellow 42 - 59 45.94 Color (yellow only) Ma1rh Fed $td 595h 033638 Paae CERTIFICATION: I certify that the material described above meets the requirements of State of Calilomla Department of Transportatlon Speclflcatlon for Thermoplastic Traffic Striping Material, Alkyd Reain Hinder, White and Le7e Yellow 5 cif PTH-02 Alkyd f" contact Intormation: — Robert Knapps Slgnatur QC Technician Phone: B61-328.0503 small: robert@ennispaint,net Date: 5/18/2007 Contract #: DOT Test #, C070824 AUG-27-2007—MON 03:50 PM APPLY A LINE FAX No,253-939-9925 P,005 Rtpr 22 04.02:23p Henrtj Company (918168$2270 P. Henry. A1yY April 22, 2004 Ibis. Skip Haltxsoa Alpine Products Inc. 17 G. Street Auburn, WA 99001 Re: Flexible Dotstick Dear Skip, Henry's Flexible Dots & Hot Melt Bituminous Marker Adhesive has pasacd all requirements set forth by the State of Washington Department of Transportation. Hatch k has been tested at the leb and shown to pass all speciScalons. If you have any questions, pleasc do not hesitate to oall me. Sincerely, I Randy ozel 10144 w5terrn2n Road • Elk Grove, CA 95624 , (916) 685-2000 • FAX (916) 685-227C • WWW.henrv.com corporate Heaapuwwa 2911 5/ausarl AvenUe • Hutidtigton ParP, CA 90255 AUG-27-2007—MON 03:50 PM APPLY A LIt-i FAX No,253-939-9925 P,006 Date: 5/30/07 Received IIIAI — 0 ew�� Order No. A As 92735 n Is X- ber_.._. C88ERW Lot No.: 09BV101 Quantity: 2,200 P.O. Number: 215737 We certify that the Stimsonite Prismatic Retro -reflective Pavement Marker listed above as furnished against the subject order was manufactured at the facility of Ennis Paint Inc., Niles, Illinois. The material has been through a quality assurance and control program Test values on representative samples are recorded below: Optical Performance Optical Performance (Specific 'Intensity ASTM D4280) Sample #1 #2 #3 #4 #5 10.7-2.2 11.3-2.2 7.2-2.2 7.4-2.6 7.5--2.8 Optical Performance (Steel Wool Abrasion Test, ASTM D4280) Horizontal Entrance Angle: 0°: 6A 2011: 4.1 Physical Properties: i Strength, 2000 min (ASTM D4280): 2,762 — 3,144 Impact (ASTM D4280): Temperature Cycling (ASTM D4280) Subscrib d & sworn to before me � this �� day of ��� � a 04' i HACERT Pass, 10 of 10 Pass, 10 of 10 "(OFF C Z LMDebra R. Ooldlrnberg Notary Public, Stnte of 1 111noiss 5 y commission Exp, 091(t9/201 0 Sincerely, 1j:�_ & 4 �� Elswith Castillo Ennis Paint, Inc. Quality Control Effective 6/5/06 Revision # 4 AUG-27-2007—MON 03:50 PM UPLY A LINE FAX No,253-939-9925 P,007 �P Date: 5/30/07 ROCeived JOIN 8� AAL nn ri Order No. all 92735 Ennis Part Number C88AY Lot No.: 12DV101 Quantity: 4,800 P.O. Number: 215737 We certify that the Stimsonite Prismatic Retro -reflective Pavement Marker listed above as furnished against the subject order was manufactured at the facility of Ennis Paint Inc., Niles, Illinois. The material has been through a quality assurance and control program Test values on representative samples are recorded below: Optical Performance Optical Performance (Specific Intensity ASTM D4280) Sample #1 #2 #3 #4 #5 7,7-7.7 8.4-8.5 8.6-10.8 12.0-12.1 12.2-12.2 Optical Performance (Steel Wool Abrasion Test, ASTM D4280 )_ Horizontal Entrance Angle: 0°: 5.1 — 5.4 20°: 3.3 — 3.5 Physical Properties: Strength, 2000 min (ASTM D4280): 2,553 — 3,101 Impact (ASTM D4280): Pass, 10 of 10 Temperature Cycling (ASTM D4280): Pass, 10 of 10 Subscribed & sworn to before me this 3oK day of HACERT "OFFIC AI, EAU Debra R, Goldenberg Notanv Public, State of Illinois MY Commission Eap, 09/09/2010 Sincerely, Yd Elswith Castillo Ennis Paint, Inc_ Quality Control Effective 6/5/05 Revision # 4 AUG-27-2007—MON 03:50 P111 APPLY A LINE AUG-14-2007 TUE 08:35 AM INTERSTATE SALES FAX No.253-939-9925 FAX NO. 5308230994 P, OC8 P. 02/03 August 14, 2007 INTERSTATE SALES 12305 LOCKSLEY LANE AUBURN, CA 95602 530-823-6070 FAX: 530-823-0994 Apply -,A -Line 106 Frontage Road North Pacific, WA 98047 Subject: CERTIFICATE OF COMPLIANCE Material: Non-Reflectivel'aveinent Markers Lot Numbers: Type AY Fellow Lot # 6978-Y), 6978-Y2 Type A White Lot # 6978-W3, 6978-W1 I certify that the above -referenced iateral complies with the specification(s) set forth in the following paragraph; Specifica6on(s): State of Washington, Standard Specifications Section, 9-21.1 Respectfully, INTERSTATE SATES Colleen A, Andersen Raised Pavement Markers Llr;-''3-' 07 10:53 FRO[`9-1-.1W asphalt -.-.0 rnn cuuuraazur ICON MATERIALS 16-2008 1I:26 AM WHOT MATERIALS LAB 425-254-1321 T-273 F0030 3 F-051 Q 004 380 709 5675 P, 03 WashiWOU Stele DPpartim"It aPTronsportetion- Materials LabDmiary PO boat 47W Olympia / 1655 9 2tad Ave. TIIVIwater / Wri 980o4 TEST OP; AnGT-MAT, DROPtRTT39 POIt HMA CLASSI If)" LAB NO.; 000093]67) WORK oltaeR N0; O470Ap MTX ID NO 0el384 .•........,••-CONTRACrolt* DWIC+N AGGREGATES t'RVCYURZ AN)) AGQIt)y(7A'tE TES DATA• --••.....--•- Mwerltl; S/8" CNIP5 14,110 l/G"•0 3A,�'p1 COMbinad 3PKIR(cOUana Tolerenae Source; AluiA: A-464 A-464 A-4B4 A-4c4 51W�KIfC4I I I tV ALluam 30% 45% 20% 5% 1" square 1/4" square 1 rE' tqu4M 100,0 79.0 100,0 (00,0 100.0 100.0 )00 'm" Iquart 26.0 I D0,0 07.0 100.0 1010 100.0 100.0 04,0 90 - r 00 90. 100 76.0 1" U.S. No, 4 U.S. No. a 6.0 t3.0 90.0 90.0 MAX 3110 70 B2 U.S. No, 16 4.0 3,9 21.0 21,0 65,0' 72,0 44.0 5310 32.0 28 - 58 28. 36 2110 VS, No.30 3v 1.0 14.D 13,01 3.510 14.0 U.S, No. 100 2.5 2.3 10.0 1.0 17.0 20.0 11.0 to 10.0 U.S. Nu. 200 2.9 6.6 ---.....-_�_ 2.0 7.0 ClAb C044C 2.703 c.666 _,-.....,....._....,. ._............. ._...__.....-......,._.. ,,. Cleb Mne ash Jilct>tl' 2 .374 2 606 2.607 SandAquNgent 67 PI 07 tJnCCMP&e,rcd VOIdA (PAA) 76 45MIN. !'let & LJongeted 4fi 4496 Mirf, I"Aquare 3/4" square 10% MAX, 1/2" 44ts re IA96 MAX, 3/B" 4quere L0% MAX, 04rot An Fina 10% MAX_ I" squAre 3/4" square 1/Zegtwre 90% D04blo Pus >hgrivro 3/9" squ6rt "% Double FUt pigerv/e U.S. No, 4 96 100 100 90% Double peso preorure G9 ..-...•..........,..."..__"••q i'A PR fvrATPLIA) AT A=.AAO>v►roltY AGCR EGAT C 90%-OOuble OLUTC Pact Yi T MT DATA 01b Course 2 2,663 ••._........_.........__�....... Csb Fine nib end BlendSand lenlvelnnr 2'6� 7.10 2,603 2.,;n 2.60A 2,569 R0 2.577 3.608 2,621 UrwomPMW VLgdl (PA A) 67 16 41 MIN. Plot &EJangated 46 "% MIN_ V Aquan 314, Aquam 10 MAX. IIV equara 10% MAX. 3/8" squsrc 10% MAX. Coarst A" prAr, 109L MAX. ) ,14uare 3/4" /quare )/2" squat 90% Double peee prutairc 3IS" 6quUt 409E Double Pece FrarllrC U.S. No.4 94 yA 99 9" Dnublo Fax prnclurt ........ _ 97 Double pnrc Preeturt Rnvironm¢ntal & On Ind... p rv>2litnu^ Congcnxtlon --� . - .................. .._.__............ ....»....,._._.....___.. lRcrasrt": Alit And 15loggwAd mvflnp not required. 8n01nosM . _ . --• rl sa Accounting Secdop •-•••-�..._._.�, X r168 2 TlU,uminnuR Sr -........... Alu®r191s coon-.....-.... TNUMAS 13. BA1(U P,Q, Regioo: N0;1r^UT 3t T175•, blitaftall En ngv Consuu91100 f MM-- 41 »...�___.. X 1'I'IH• 1 Oy: Tlwnle I)U f* P.F. MA,wial. E,Ia,nccr--. al .____........... X @Iturnlnous Marcrials fln lip ¢ er P-e-: S, ONO X[?) (340170'�-14]0 Owl S r la / 2onts �- Pag,C 2 of 2 03/16/2006 TUE 11:39 [TX/R:I NO 8OJ7) 0 8 -28- 07 10, 58 FF[=M-ideal AsF halt 425-254-1821 T-273 P002/003 F-051 - 4,i 4vvv -,. »v rnr MAY-'I6-2006 11:28 cVQ;j IQjeV 1 1GUN AM WSDOT MATERIALS MA ILHIALs LA9 kD003 360 709 6575 P. 02 WRAWngten State Departmaat at TramMicirtntlon - I4lotrrlel® Laboriltory PO Box 47365 01ympt» / 165S 9 2nd Ave, Tumwster I WA 983D4 DITU?dNOUS SECTION MIX DMIGN MUFTCATION REPORT 77SI OF HMA.CLASSI I/?" W©Rt( OAAAR N,10: G07080 DATU$AMP1.80: 4118/20M LAD fDNI .- 00,708o 71 DATE RP�v16 4r15R006 TRANSWVAL N0: DOW1 5N N0: ►67 SECTION: 117R STSW TO S 180^'ST STAGE 0 001Yj'19( NCII OG)Sela MIX Id 10OR: ICON �amll C74 f 5ibY sllii, 't ... Pb Sped ficazlonll 2004 1.0 5.4 6,0 %r.m n CNN!., 8 83.0 8S.5 86.8TV = 89,0 ve QNdc,: 100 0.0 4.2 2.2 Appmikl"j e.0 % VMA mNdsp 100 1512 I0 144 2! 14.0 % VFA INdeF; 1()0 LI 71 84 65.75 %Otnm @NmLq: 160 95.7 98.0 OfA phe 4,11 4.7 3.2 0,6.1.6 Omni 2.SD2 214RO 2,458 Gmb 2.153 2,377 2.463 G;h 1.026 1.026 1.026 1a../ �• �� 1..1 �.� U� l..J �.SL.�""t_ iL Fi I�%Kit'�� � A� 1/R'f � I I1li�wi•J�.{I`+�e�j rb 4,9 3 a SP91: f10560TIe Tohrenco %Omm 01%f1n1: 8 81.2 86.1 977,3 0.,59b % VA ONdw IN 3.9 2 S D9.0 46 % VMA INde,; 100 14.8 14%8 14.E Avr„ulnula z,s - 5 5 0A V FA @N6w 100 60 G9 79 14.0 Q. 75 C 12..5 %Omm ®NM9x: 160 97.0 S 6J D/A 1.4 1.2 111 98.0 1.6 phe 1.9 4-1 S.0 "'"' 2.497 2,475 2,06 Omb 2,350 2,363 2,324 Ch 1.028 1,023 LOZft Ova Ups 2.691 f •1 2.690 r�An11.6tt1P: 0.0% 0.2�9b 0,50% 0.75�8 Visual Slnpping• 941QM NAND NONE NaV13 NO ON12 % Rclelned stmnplh: 96 104 i16 126 104 I,,..K 1 1 �4• I-IM Acph,lt Alndur Suppllet U,Il, OIL [ -•... ) Alphrdt Binder OrM6 RetriukA: Peleeut Dindcr (),b) (Dy WI, Total Mix) NC.114-Z7 4 Anti-90p (fly Wt, Alphalt Biilder) 0.25 Type of And•Stnp ARR•MAZ 6100 MIA ID Nurnher 0615&4 Sample wt. (rrnrn3) 400 (Intarmeroncd Only) Sampic Howht q Ndcs (mm) 115.0 (tnrbrinollone! tA+1» Ienldon CIIIIhn,tion Factor 0.64 (TnlbrWAIlonal Only) Opurnum Mixing Tompgrgure 9 I I °P Oompmunn Tar1kruiure M IF Rlu Deneiry (Irifin') I54 0 Page 1 of 2 02/10/2006 TUT tl; 38 MURX NO SD17) Qualified Product List Page 1 of 1 FTRAFFICROADS PROJECTS 13USINF-SS EWRONMENTAL MAPS & €3A. STATE MATERIALS LABORATORY Qualified Product List Product Information Manufacturer : ShopeConcrete, Puvalluo WA Product Name : Precast Concrete Catch Basins Standard Spec : 9-12.5, Precast Concrete - Precast Concrete Catch Basins Product Description : Manufacturers of precast concrete catch basins; See Std Plan B-5.20- 00, B-5.40-00, B-5.60-00, B-10.20-00, B-10.40-00, B-10.60-00 and B-30.90-00 for further details Product Restriction Acceptance Code : 5020 Code Description : Material delivered to the project shall be marked or tagged VSDOT Inspected'. Field verify the material as being marked and document the quantity. Request a 'Certificate of Material Origin' from the contractor when the Contract Documents include the 'Foreign Made Materials' clause. Note 1 : The Project Office will need to forward a copy of the completed QPL page to the Fabrication Inspection Office for notification as soon as this material is approved for use. Last Updated : Dec 11, 2006 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT © 2003 Traffic & Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home http://www.wsdot. wa.govibiz/mats/QPLIQPLProdinfo. efin?Product_no=2005720&produc... 8/28/2007 HD Supply Waterworks 10708 Golden Given Rd. East Tacoma, WA. 98445 Branch # 587 To: Ceccanti, Inc 4116 Brookdale Road East Tacoma, WA. 98446-1613 Josh, Date: August 28, 2007 Page: 1 of 3 This letter is in response to your request for submittal information on the Materials to be furnished for the City of Renton, Benson Road Waterline Project. The materials to be supplied by HD Supply, Inc. are listed below, along With any related AWWA spec. number or manufactures description. WATER LINE MATERIALS US Pipe, Ductile Iron Tyton Joint Pipe AWWA C151/C104 Cement Lined, Thickness Class 52, 6", 12", 16" Sizes Northtown Company, Poly Wrap Encasement AWWA C-105 For DIP 8-Mil Thickness Ebaa Iron, Series 1700 Push -On Joint Restraint AWWA C-111 Harness — 16" DIP Size AND - OR Possible Alternate to Restraint Harness US Pipe, Field-Lok Joint Restraint System AWWA C151 For Tyton Joint Ductile Iron Pipe, 16" Size Sigma, Ductile Iron Fittings AWWA C-153 Cement Lined (Mechanical Joint and Flanged) AWWA C-110 Various types and end configurations Page 2 of 2 WATER LINE MATERIALS CONTINUED Ebaa Iron, Series 1100 Mega -Lug Restraint AWWA C-111 System for Mechanical Joint Fittings AND — OR Possible Alternate to Ebaa Mega -Lug Romac Industries, RomaGrip Style AWWA C-111 Mechanical Joint Restraints Clow Valve Company, Resilient Seat AWWA C-509 Valve for buried service UL/FM Approved 2", 6", 12" Sizes Clow Valve Company, Resilient Seat AWWA C-509 Valve for buried service 16" Size East Jordan Iron Works, 940 Style Cast Iron Valve Box Sections Clow Valve Company Medallion Style AWWA C-502 3-Port Fire Hydrant. Mechanical Joint UL/FM Approved Connection, 4" Pumper HD Supply, Inc. stands ready to answer any question you may have, or provide any additional submittal information required. We look forward to serving your future needs. Johnny Spencer Outside Sales 49k 0 MIt" NI 13 N01133104:3 ..... ......... AL WMI'll. 4v-wlwmmffl�M= ................ ............... ............... .... ....... ................ .......... ................ ............. *... ..... ..... ...................... .......... 4 W 0 co 00 TYTON JOINT QD Pipe P3 TYTON JOINT Pipe .....::::.::::.:.::::::::. ......:.:......... . . TYTON 1taINT Is U.S. Pipe`s trademark for pipe with a push on'type connection. Simplicity, sturdiness an¢water. kness of the system are built Into the system by design Convincing ANSUAYVWA C15tlA?L5, Ductife-iron Pipe, proof of its worldwide aecepta nce Is shown .y the fact that more than<95%of the pipe now sold 6eritrif u8a &dst for Water. by U.S. Pipe is TYTON tEIfNT Pipe ;. ::. Ductile Iron fYi#iN ]DINT Pipe is centrifugally TYTON JOINT Pipe is available in sizes 4' through 64'. Sizes 4' through 42' are available in cast in metal molds in accordance with nominal 18-foot laying, lengths.16", 20" and 24' sizes along with sizes 48'through 64' are ANSI/AWIWA C1511A2L5. available in nominal 20 foot laying lengths --- — TYTON JOINT Pipe in sizes 4' through 36' are UL Listed and saes 4' through 16' are FM Approved ANSIlAWWA £151fA21.51, Standard for ductile -iron Pipe, Centrifugally Cast, When TYTON JOINT Pipe are used for bridge crossings or other above -ground installations, each for Water. length of pipe must be supported in a manner to restrict loth vertical and Horizontal movement.The asphaltic outside coating is in accordance iYTON� Gasket is the only accessory required when installing TYTON JOINT Pipe. It is a circular with ANSUAWWA C151/A21.51. rubber gasket which has a modified bulb shape in cross section. Gaskets are furnished in As specified in f1NSUAWWA C 1511A1.51. accordance with ANSIIAWWA CI II/A21.1. Composition and dimensions of toe gasket have been wer hts:tk$Y4lbeencatcufa#EtliSfn pipe g g carefully engineered toensure a water -tight and lasting seal. The standard TYTONGasket is ' standard batrltN@k�lF[S tittd VgEi'ftES of manufactured of SBR -styrene butadiene rubber. Gaskets of special elastomers may be ordered bells being produced. for special applications; The gasket contour and bell socket contour ensure that the gasket wili remain seated during proper assembly of the pipe. When joint restraint is required for push -on ANSUAWWA £1 D4/A21.4, Cement Mflriar' joint pipe, two options are available from U.S. Pipe. For joint restraint of 4' through 24', Lining For Ductile -iron Pipe and Fittings FIELD LOK 350' Gaskets may be used and for joint restraint for 30' and 36', FIELD LOK' Gaskets For Water. maybe used. FIELD LOK 350 Gaskets are rated for 350 psi in sizes 4' through 24'. In addition The cement -mortar lining and inside coating for 4' through 64" sizes, TR FLEX' Pipe and Fittings may be used. TR FLEX Pipe and Fittings are are in accordance with ANSi/AWW ,10041A21.4. rated for working pressures for 350 psi in 4' through 24' saes, 250 psi in sizes 30' through 48 Special linings and/or coati and 200 psi sizes 54' through 64'; For higher pressure applications contact your U.S. Pipe in for specific conditions, .. representative. Complete details on both FIELD LOK 350 Gaskets and TR FLEX Pipe and Fittings — --------- can be found on our website, www-uspipe.com. ANSI/AYC1A(R#s1tl1A?1.11,Rubber-Gasket Joints tat lincillife-Iran Pressure Pipe NOTE: U.S. Pipe qualifies for federal Procurement under Public Law No. 94-580, Section 6002, and fittings. known as the Resouxe Recovery Act of 1976, since, due to modern technology, recycled iron TYTON° Gaskets are furn shed in accordance and steel scrap is used to a large degree in our Ductile Iron Pipe production x. with ANSVAWWACIII/A21.11. ':::' ..... The p/aui:flnd of the pipe is famished bo i or with a quarter ellrpse:nn lfieedge to allow assem -- - ft Morelfhaii 40 years of successful expeeriende have proved its sealiq capabilities. Hydrostatic ANSI! AWINA;GI 05/A21.5, Polyethyfeae tests have shown that the system will withstand pressures far in excess of rated pressures.Enca'iftilitift: be-AbditilliAiI Pipe Systems. ..: It spee4fiers antl`users bel ieve that corrosive :.;:.:.;.::.> .;...:.:.:.:::..:::.:::::......:..:.........:.:.::..:..;...: :.:...;:::::....;:. .::..:.. .....:.:....:::.:..::::..:. .: . s will encounteredwee o du t sa i bewhere our products s P ......:::.....::...::.:::.;:.....::..:::::........:...;::;::>::>.::.;:;:: >::;::>::::>::;;::..;.; :..::;..>:.>::;..: . ::::.:.>:;::; -..;;>::.»>::::;.:::;::::;::::;>....:..::........:..::.:::::...:..: ; ..:...:.::::.:.. a e to b '' Ie r ter t as r €e e. installed. o P :::::.........:..:.:...:.....:.:::::.::..... ANSI/A external WW 'G A21 5 or proper a A i exte 051 P Pe W. .. fotect:on rocedures. p p :.; . - ..: .:.::.:::.::..::.:....:.:. TYTON' TYTON JOINT TR FLEX and n FIELD LOX 3501 are Registered Trademarks ........ _ of U.S. Pie and Found Company. P ry U.S. PIKE AND I'Di3340Ri` CC. TYTON JOINT Pipe BRO-003 REVISED 11.05 a TYTON JOINT" Pipe PB 52 Pipe Diameters . Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication. NOMINAL PIPE SIZE Inches Incfiies 1#sEs .:............:..... MINIMUM MAXIMUM MINIMUM MAXIMUM 4 4.74 4.86 14-29/32 -- 15-9/32 6 6.84 6.96 21 U2 21-7/8 8 8.99 9.11 28-1/4 28-5/8 10 11.04 11.16 34-1U16 35-1/16 12 13.14 13.26 41-9/32 41-21/32 14 15.22 15.35 47-13116 48-7/32 16 17.32 17.45 54-13/32 54-13/16 18 19.42 19.55 6I 61-13/32 20 21.52 21.65 67-19/32 68 24 25.72 25.85 80-13116 81-7/32 30 31.94 32.08 100-11/32 100-25/32 36 38.24 38.38 120-1/8 120-9/16 42 44.44 44.58 139-5/8 140-1/16 48 50.74 50.88 159-13732 159-27/32 54 57.46 57.60 180-17132 180-31/32 60 61.51 61.65 193-U4 193-11/16 64 65.57 65.71 206 206-7/16 Above table based on ANSI/AWWA C151/A21.51 guidelines for push -on joints. U.S. HP-u AMO FOUNDRY Or., TYTON JOINT Pipe BRO-003 REVISED 11.05 W CL co co TYTON JOINT(D Pipe e) 2 0 0 5 E 0 1 T 1 0 N pg Bell Dimensions ........................ ,B A BA --- NOTE: Actual bell configuration may vary from illustration shown. SIZE Inches 4 A PIPE OUTER DIAMETER Inches 4.80 B BELL OUTER DIAMETER Inches 6.52 C SOCKET DEPTH Inches 3.15 - 6 6.90 8.66 3.38 8 9.05 10.82 3.69 10 11.10 12.91 335 12 13.20 15.05 3.15 14 15.30 17.67 5.00 -� 16 17.40 19.79 5.00 111 19.50 21.91 5.00 20 21.60 24.03 5.50 24 25.80 28.21 5.95 30 32.00 35.40 6.55 36 38.30 41.84 7.00 42 44.50 49.36 7.90 48 50.80 55.94 8.60 54 57.56 63.38 9.40 60 61.61 67.38 10.10 64 65.67 71.56 10:65 "Subject to manufacturing tolerances. Dimensions in inches UA, PfP-u ANfJ MUNDRY CC, TYTON JOINT Pipe BRO-003 REVISED 11.05 W a co ao TYTON JOINTO Pipe P 13 Thickness Class - Thicknesses, Dimensions and Weight An OUTSIDE 1l IBf WEIGHT PER AVG. WE19W SIZE THICKNESS THICKNESS DIAMETER* 11N PER FOOTtt LEltGTHf PER FOOTtt Inches . CLASS Inches Inches >> 'aunds Pounds Pounds; Pounds 4 51 0.26 4.80 21 11.9 - 4 52 029 4.80 235 13.1 - - 4 53 0.32 4.80 260 14.4 - - 4 54 0.35 4.80 280 15.6 - - 4 55 0.38 4.80 300 16.1 - 56 0.41 4.80 320 17.8 - - G 50 0.25 6.90 305 16.9 - - 6 51 028 6.90 335 - 18.6 - - - 9:* 6 52 0.31 6.90 370 20.6 - - 6 53 0.34 6.90 400 22.2 - - 6 54 0.37 6.90 435 24.2 - - 6 55 0.40 6.90 465 25.8 - - 6 56 0.43 6.90 495 27.5 - - 8 50 0,27 9.05 430 23.9 - - --- 8 51 0.30 9.05 475 26.4 - 8 52 0.33 9.05 520 - ----- ---- 28.9 - - 8 53 0.36 9.05 560 31.1 - - 8 54 0.39 9.05 605 33.6 - - 8 - 55 0.42 9.05 650 36.1 - 8 56 0.45 9.05 690 38.3 - - 10 50 0.29 11.10 570 31.7 - 10 51 0.32 11.10 625 34.7 - -- to 52 52 0.35 11.10 680 37.8 - - t0 53 0.38 11.10 730 40.6 - - 10 54 0.41 11.10 785 43.6 - 10 55 0.44 11.10 840 46.7 - - 10 56 0.47 11.10 890 49.4 - - NOTE: Thicknesses and dimensions of 4" through 64' Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end. 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell, average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. UA, PIPE AND MUMMY Cr. TYTON JOINT Pipe BRO-003 REVISED 11.05 W d c co 00 TYTON JOINT Pipe P 14 Thickness Class - Thicknesses, Dimensions and Weight (cost.) 18460T MIND Ef€!&Tll 28�t. U.w 1..4 l�#i�Ttt OUTSIDE AVG. WEIGHT WEIGHT PER AVG. WEIGHT SIZE THICKNESS >Tfl1CIE11E5S DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt inches > CLASS Jae* Inches Pounds- Pounds Pounds'' Pounds f2 50 #t3f 13.20 725 40.3 - 12 51 13.20 790 43.9 - - a 12 52 HST 13.20 855 47.5 - - 12 53 €14H 13.20 920 51.1 - 12 54 '>`iQ$ 13.20 985 54.7 - 12 55 045,;:.. 13.20 1045 58.1 -- - 12 56 04.:..... .-. 13.20 Ilia 61.7 - - 14 50 €13< 15.30 910 50.6 - 14 51 H. ........ > .................. 15.30 985 54.1 - 14 52 0811 . ...... 15.30 1060 58.9 - 14 . < 53 .. #14�i ... 15.30 1135 63.1 - 14 54 11�L�r 15.30 1210 67.2 - 14 55 f.4t# 15.30 1285 71.4 - f# 56 Q.SI 15.30 1360 75.6 - 16 50 0 34 17.40 1065 59.2 1177 58.9 16 51 1T 17.40 1150 63.9 1273 63.7 >` 16 52 0.40 17.40 1240 68.9 1369 68.5 f6 53 0.43 17.40 1325 73.6 1465 73.3 16 54 Q46 17.40 I410 78.3 1560 78.0 €6 55 U.4S 17.40 1495 83.1 1655 82.8 16 56 U.52 17.40 1580 87.8 1750 87.5 18 50 Q.3 19.50 1225 68.1 - 18 51 038 19.50 1325 73.6 - - 189 52 UA1 19.50 1420 78.9 - t8 53 0.44 19.50 1520 84.4 - 18 54 0.47 - 19.50 I615 89.7 - t8 55 0S0 19.50 1710 95.0 - t8 56 0.53 19.50 1805 100.3 - - NOTE: Thicknesses and dimensions of 4' through 64' Ductile Iron pipe conform to ANSUAWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in t Including bell, calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell; average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. UA. PIECE AND FiIi3 f)R CC. MON JOINT Pipe BRO-003 REVISED 11.05 TYTON JOINT Pipe P17 Maximum Deflection — Full Length Pipe SIZE OINT [1fF#FCTIOE! .. iSttl#I8F11#INS Inches QfflEGt16N triches 1egrees _ _ 18 FT. LENGTH 10 fT. LENGTH 18 FT. LENGTH 20 FT LENGTH 4 S° 19 — 206 — `� 6 5° 19 — 206 — a 5° is — 206 — — 10 5° 19 — 206 — — 12 19 — 206 — 14 5° 19 — 206 — _� 16 51 19 - 21 206 229 18 5° 19 206 — 20 51 19 21 206 229 24 5° 19 21 206 229 30 5° 19 — 206 — 36 51 19 206 42 40 15 - 258 48 4° — 17 — 287 54 40 — 17 — 287 60 4° — 17 — 287 64 4° — 17 — 287 JS, SK AMI f i UN-- R CC, TYTON JOINT Pipe BRO-003 REVISED 11.05 W d CM cc TYTON JOINT' Pipe @ P 18 Products for Water, Wastewater and Fire Protection Ductile Iron Pipe SIZE RANGE TYTON JOINT' Pipe 4'-64' Ductile Iron Mechanical Joint Pipe 4'-12' Ductile Iron TR FLEX® Pipe 4'-64' Ductile Iron Flanged Pipe 3'-64' Ductile Iron USIFLEX' Boltless Flexible Joint Pipe — 4"-48" Ductile Iron for Subaqueous Installations Restrained Joints TR FLEX' Pipe 4'-64`Ductile Iron_ MJ FIELD LOK' Gaskets 4'-24' FIELD LOK 350' Gaskets 4'-24' FIELD LOK' Gasket 30' & 36 TR FLEX GRIPPER' Rings 4'-36' Ductile Iron TR TELE FLEX' Assemblies 4'-24' Ductile Iron HP LOK" Restrained Joint .;:..;:.:;.;«.;:.;:.;:.;:.;:.;.;:.;;_:<.;::<.1=' 30'-42'.;.,1. Ductile Iron Fittings TYTON' Fittings 14'-64' Ductile Iron TRIM TYTON' Fittings 4'-12' Ductile Iron TR FLEX'Fittings and TR FLEX" Telescoping Sleeves 4'-64' Ductile Iron Mechanical Joint Fittings 3'-48' Ductile Iron TRIM TYTE' MJ Fittings 3'-48' Ductile Iron Flanged Fittings XTRA FLEX' Couplings 3'-64' Ductile Iron 4'-24' Ductile Iran Miscellaneous Products PROTECTO 401" Lined Ductile Iron Pipe for 4"-64" Ductile Iron - Domestic Sewage and Industrial Wastes FLANGE-TYTE' Gaskets 4'-64' Polymeric Linings For all pipe sizes Saddle Outlets Various Ductile Iron Welded Outlets Various Ductile Iron .; Polyethylene Encasement 4'-64° Our products are manufactured in conformance with National Standards so that our customers may be assured of getting the performance and longevity they expect. Use of accessories or other appurtenances that do not comply with recognized standards may jeopardize the performance and longevity of the project. U,& PIPE AND MUNDRY CC, TYTON JOINT Pipe BRO-003 REVISED 01.06 ENWO M 'MEN -, ; a,� 4 1704 19., .96 350 ......................::::;::::......:::.:::;::..::::::::::::::::.:....:.::::::::.::::::::.. .........................................................2 ;::.:.:.. ...::::::::..: 3933.: 8 1708 37.92 350 4............. 1710................................5634.............................350 _ ap t_ ......... .. 14 17114 119.62 350 _111b.16 1716 134.40 350 20 1720 161.88 250 24a..........xxxx:...................1724 242.3�j6{:..............................250 ..............................:.....:8:::`::;::::::::':::::::`::::IVY:::::::;;' .............................. 36 1736 475.00 250 ---------------------------- items Features and Application: • Restraint for ductile Iron pipe meeting ANSI/AWWA C151/A21.51 and ANSI/ AWWA C150/A21.50 requirments. • `' :. ^T Restraint Coating System For more information regarding MEGA -BOND refer to www.ebaa.com/products/mega-bond • Minimum 2 to 1 Safety Factor. • Split Bell Ring design for ease of installation. • Constructed of ASTM A536 Ductile Iron. • For use on water or wastewater pipelines subject to hydrostatic pressure and tested In accordance with either AWWA C600 or ASTM D2774, Sample Specification Ductile iron pipe bel! restraint shail consists f a wedge action restraint ring on the spigot joined to a split ductile iron ring behand the LerI.The ,,_tra!n . ring !', have ii l IdL!alIy actuated vvedges that increase `•.heir resis'ance To pull t as. pressure or external forces increase. The restraint ring and its :., vt_dgin�; C��.'sr,Lls.,,fiS s ,l1_.,3 be 1"0ee_. Of dU..t.i- iron CGntOrri3Ftig to ASTY: A536. The wedges shafi be Heat treated to ra miriirnum hardness of 370 6HN. Torque Iiinitiitg t-wist: off nuts _..: shaff be'usedtij insure proper-,IJU£ition of the restraining wt,dhPs. The split ring stall be nude of a ductile iron COI"ilonY31n ,toASTM A536. The restraint devices shall be Co ted using MEGA-SOND11- (For, cornpiete SpeCifiCGliOr1S Utz lMEGA-BOND visit ven'w.ebaa.com.) The connecting tie reds that is n'lie two rings shall be Inade of low alioy steel that conforms to ANSI AWWA C1 1/A21,11. The assembly shall have a raced pressure, mtit a mininFum two to one safety iactof of 350 psi in sizes sixteen; inch and beiovi 254 psi In the 5i ps [ 13tteti i o(s tbr.6 gl thiisi flF ttiGii Ti3e product shall -s ::::;:::.<;:::.;:: ri33f harni's „td ti Pa tureLl ..;,,.: y, 1 7g*6 } Y.;:; .tr.:.�,.i,.,., ............................... .. ... b.,.�........,.�1.... c,: FP :.. iayL#k 4rvn; x7r4i`ga� 1. 0706-3-H copyright 2006 �D ESAA Iron, Inc I IT, ,.... l i l III I %1-7- I Et — ------ ------ 1 .. �. ,. Till Ill 4 1704 4,80 6.6 9.� 4z13 3T46 : 630 86 `< :: ......... #x13: 8 1708 9,05 10,9 .: 14.15 6 �izi3 10 1110 11.10 131 16.20 8•�tz18 12 1712 ; 1320 1$4. :::3 ::.;'.:" '..:::;$Y x 1 14 1714 15.30 171 IN 8Az18 -16 1716 17,40 11 24.13 10-MIS 18. 1718:: ;:::;::.:.:'..1�'.�3 2 26;5t t 20 1720 2160 24.6 28.50 12-Mill 24 1724 25.80 24.1 3138 14.1izi8 ... ..3 0 .: 4D25 ....: ;:... .............................6 .--------------- 1736 ------ R30 ..... .:' 416 46.75 20•IX18.. Installation Instructions =.The Series 1700 is designed for restraining ductile von pipe. conforming to ANSI/AMIA C, 51/A21.51 ;all thickness classes), push on pipe bells. It has a restraint ring on the spigot and a split ring behind the bell. 2.Install the split ring behind the bell In the direction. Indic teo on the casting. Tighten the clamp bolts to 90 ft-lbs. 6.install the tie bolts in each available bolt hole for maximum clstribution of operating forces Place nuts on the end of the tie belts. Allow enough room on the tie bolt to fully engage the nut with several threads showing. 7.Pull the restraint ring away from the joint until the slack is removed from the thrust bolts. 3.Place the Megalugr- restraint gland on the spigot with the lip extension toward the bell. A.Assemble the push -on joint per the pipe manufacturer's instructions. 5.Position the Megalug(D restraint on the spigot such that the bolts holes are in aiignment and the distance between the rings is suitable for the tie belt length. Allow enough room on the tie bolt to fully engage 10.1f removal Is necessar)r. use the 5/8' hex heads provided. If reassembly is required, assemble the product In the same manner as indicated in the prevlous steps and tighten the wedge bolts to (40 ft-lt*. 8.Tignten the torque limiting twist off nuts in a clockwise CireCticn ,direction indiateo by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tightening in an alternate manner until all of the ruts have been twisted off. 9.Tighten the tie bolt nuts until the ring btehmd the bell is In firm contact with the back of the bell. taa:+�,vo• EBAA IRON Sales, Inc. P.O. Box 857, Eastland, TX 76448 Tel: (254) 629-1731 Fax: (254) 629-8931 (800) 433-1716 within U5 and Canada contactCebaa.com www.ebaa.com FIELD LOK 3500 Gasket 411-2411 JOINT RESTRAINT SSI- FOR WATER & WASTEWATER, FIRE PROTECTION & INDUSTRIAL APPLICATIONS F7 I .4-, 4mmk 4. 00 �t e ftfst"Ibi fw use FIELD LOK 3500 Gasket PZ Table of Contents FIELD LOK 350®Gasket 3 Assembly 4 Alternative Assembly Methods 7 Fipe Diameters 8 Assembly Mark and Deflection 8 Special Notes Regarding the Use of FIELD LOK 350 Gaskets 9 Disassembly for All Sizes ..... ............... 11 Products for Water, Waste Water and Fire Protection 12 U.3. PIPE AND FOUNDRY CO. FIELD LOK 350 Gasket BRO-080 REVISED 12.05 W CL 2 - 4"-24" IO C6 co 0o �J 71 F7 C FIELD LOK 3500 Gasket P3 FIELD LOK 350® Gasket Restrained joint pipe and fittings are used in pressurized Ductile Iron pipelines to prevent the joints of the line from separating due to thrust forces. Thrust forces generally occur at changes of direction in the line. Usually, a calculated length of pipeline extending from the location of the thrust force is restrained in the joints so that this force can be transmitted to the soil surrounding the line. The entire pipeline is often restrained for installations in poor soil or for critical lines. U.S. Pipe's FIELD LOK 350Gasket has proven to be an extremely successful, trouble -free means of joint restraint for well over one million Ductile Iron pipe and fitting joint assemblies across North America. By simply inserting a FIELD LOK 350 Gasket into the socket of a TYFON JOINT' Pipe, Fitting or Valve, restraint is instantly achieved when the joint is assembled. Stainless steel locking segments vulcanized into the FIELD LOK 350 Gasket grip the pipe to prevent joint separation. FIELD LOK 350 Gaskets, utilizing patented improvements, are rated by U.S. Pipe for operating pressures up to 350 psi — a rating that now matches that of Pressure Class 350 pipe — giving the engineer and user new flexibility in designing piping systems. Underwriters Laboratories lists the 4"-24" sizes for 350 psi. Factory Mutual, utilizing a safety factor of 4, approves the 4"-16" sizes for 250 psi and the 18"-24" sizes for 200 psi service. With the use of the FIELD LOK 350 Gasket, push -on joint Ductile Iron TYfON JOINTPipe or Fittings can be quickly and securely restrained as the joint is assembled. The restraint provided shall be a boltless, integral restraining system and shall be rated for 350 psi in accordance with the per- formance requirements of ANSI/AWWA C111/A21.11. Field cut pipe are no longer a problem to restrain. No pipe surface preparation* or grooving is required for field cut pipe other than the cut end needing to be beveled as required for any push -on joint spigot end. With the FIELD LOK 350 Gasket in place, the joints are restrained without thrust blocks, bolts, grooves, rods, clamps or retainer glands, resulting in savings of labor, material and time. CAUTION: U.S. Pipe does not recommend FIELD LOK 350 Gaskets for use above ground. The long-term effect of cyclical movements can be gradual joint separation to the point that the seal on the gasket bulb is compromised. Sources of cyclical movements include vibration as may be found on bridge crossings, and thermal expansion and contraction resulting from atmospheric temperature changes. These conditions are not experienced with buried pipe lines. *See note on page 5 regarding pipe with thick coatings or tape wrap. FIELD LOr, FIELD LOK 350-, TYTON°, TYTONJOIN7 and TT FLEr are registered trademarks of U.S. Pipe and Foundry Company. FIELD LOK 350 Gaskets are covered by U.S. Patent Numbers 5.295, 697 and 5,464.228. ANSUAWWA C1 11/A21.11 Standard for Rubber -Gasket Joints for Ductile Iron Pressure Pipe and Fittings. FIELD LOK 350 Gaskets are available in 4"-24" sizes and the pressure rating is based on the performance requirements of ANSI/AWWA CIII/A21.11. NOTE: If specifiers and users believe that corrosive soils will be encountered where products are to be installed, please refer to ANSI/AWWA C105/A21.5 Polyethylene Encasement for Ductile Iron Pipe Systems for proper external protection procedures. U.S. PIPE AND FOUNDRY CO. FIELD LOK 350 Gasket BRO-080 REVISED 12.05 W 4"-24" C co 0o Assembly Pipe Spigot FIELD LOK 3500 Gasket va Retainer Seat FIELD LOK 350 Gasket �MON JOINT' Pipe Bell Corrosion Resistant Segment Throat Socket Configuration NOTE: Actual socket configuration may vary from illustration. Figure 1. Loop the gasket for insertion and place in the socket with the heel of the gasket in the retainer seat of the socket. Figure 2. After inserting the gasket, seat it by pushing in the existing loop. However, in some cases it may be required to utilize two or more loops to properly seat the gasket. Figure 3. When two or more loops are required they should be as equal as possible and located at approxi- mately the three and nine o'clock positions. Figure 4. The two loops are then pushed into place completing the insertion. 3. 3 U.S. PIPE AND FOUNDRY CO. FIELD LOK 350` GASKET SRO-080 REVISED 12.05 W 4"-24° G CM co a� Assembly (cost.) FIELD LOK 3500 Gasket P5 Figure 5. Apply a thin film of MON JOINT® Lubricant to the exposed surface of the gasket that will come into contact with the entering pipe spigot. Only MON JOINT Lubricant should be used. CAUTION: The use of spray -on lubricant is not recommended Experience has determined that spray - on lubricant may not have sufficient lubricity to allow joint assembly without gasket displacement. Figure 6. When pipe is cut in the field, the cut end may be readily conditioned so that it can be used to make up the next joint. The outside of the cut end (or any pipe without a bevel) should be beveled about 1/4" at an angle of about 30 degrees and the leading edge should be rounded. This can be done quite easily with a portable grinder. The operation removes any sharp, rough edges which otherwise might damage the gasket. Figure 7. When cut pipe, which have no assembly stripes, are to be assembled, the spigot insertion depth should be marked on the spigot to ensure that the joint is fully assembled. When deflection is required at the joint, the spigot should not be completely homed. Assembly mark locations by size and deflection information is given in Table 2. Figure 8. 6 to 7 inches of the spigot should be cleaned and a thin coat of MON JOINT® Lubricant applied. NOTE: Thick Coatings or Tape Wrap — The FIELD LOK 350 Gasket should not be used on pipe and fittings which have thick coatings or tape wrap on the outer diameter of the pipe. In general, if the peen pattern is not visible on the pipe surface, the coating may be too thick for proper penetration of the teeth of the FIELD LOX 350 Gasket. The thick asphalt coating should be removed from the end of the pipe or fitting before assembly. The coating must be no more than 2 mils thick for asphalt coating and 6 miles nominal thickness for 2 part epoxy coating on the plain end of the pipe. When it is known that field cuts will be made, several lengths can be ordered as 'gauged full length". U.S. Pipe 'gauged full length "pipe are marked with a green stripe on the bell face. The ANSMAIM C151/A21.51 standard for Ductile Iron pipe requires factory gauging of the spigot end. Accordingly, pipe selected for field cutting should be measured at the location of the intended cut and must be within the tolerances shown in Table 1. 5. A 1.1 ( Yy. U.S, PIPE AND FOUNDRY 00, FIELD LOK 350` GASKET BRO-080 REVISED 12.05 W 4"-24" C C.0 co 00 NOS FIELD LOK 3500 Gasket P6 Assembly (cost.) Figure 9. Insert the end of the pipe into the socket until it contacts the gasket. Keep the pipe in 9 alignment during assembly. Figure 10. L11 IL II l� Asserble the joint until the stripe closest to the plain end has the edge farthest from the plain End, flush with the bell face. It is not homed as deeply as with TYTON® Gaskets. Carefully revers, the assembly force to ensure that the joint is properly restrained. MOTE: ;f the pipe is inserted too far into the socket, it will not be possible to fully deflect the pint. See Table 2. 10. Figure 11. A feeler gauge can be inserted into the socket to verify the proper installation of the joint. After assembly, the joint may be deflected up to the number of degrees shown in Table 2. 1 Feeler Gauge Stainless Steel Locking Segment FIELD LOK 350'Gasket U.S. PIPE AND FOUNDRY CO, FIELD LOK 350` GASKET BRO-080 REVISED 12.05 W CL FIELD LOK 350RGasket4._24„ G j CAD , NSF. 0 2005 EDITION Co P7 Alternative Assembly Methods The Backhoe Method of Assembly A backhoe may be used to assemble pipe of all sizes. The plain end of the pipe should be carefully guided by hand into the bell of the previously assembled pipe. The bucket of the backhoe may then t�e used to push the pipe until fully seated. Keep pipe in alignment to avoid damage to or dislodging of the gasket. A timber header should be used between the pipe and backhoe bucket to avoid damage to the pipe. Avoid "slamming" the pipe home to prevent damage to the lining matEval inside the bell at the back of the socket. The Come -A -long Method of Assembly Some installers may prefer to use come-alongs to assemble TYTON JOINT® Pipe with FIELD LOK 350 Gaskets. U.S. P€Fa AND FOUNDRY GO. FIELD LOK 350` GASKET BRO-080 REVISED 12.05 fLLJ 4"-24" G clo co ao FIELD LOK 3500 Gasket PB Pipe Diameters Table 1. Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication PIPE DIAMETER PIPE CIRCUMFERENCE NOMINAL PIPE Inches Inches SIZE MINIMUM MAXIMUM MINIMUM MAXIMUM Inches 4 4.74 4.86 14-7/8 15-9/32 6 6.84 6.96 21-15/32 21-7/8 8 8.99 9.11 28-1/4 28-5/8 10 11.04 11.16 34-11/16 35-1/16 12 13.14 13.26 41-9/32 ......... .......-__ _.._. 41-21/32 14 15.22 15.35 47-13/16 48-7/32 16 17.32 17.45 54-13/32 54-13/16 18 19.42 19.55 61 61-13/32 ......_..___._-___ 20 21.52 21.65 67-19/32 681/32 24 25.72 25.85 80-25/32 81-7/32 Assembly Mark and Deflection Table 2. Assembly Mark and Deflection. LOCATION OF MAXIMUM** DEFLECTION APPROX. RADIUS OF CURVE PIPE ASSEMBLY JOINT OF 18 ft PRODUCED BY SUCCESSION SIZE MARK* DEFLECTION LENGTHS OF JOINTS-18 ft LENGTHS Inches Inches Degrees Inches Feet 4 2-3/4 5 19 205 6 2-15/16 5 19 205 8 3-1/4 5 19 205 10 3-5/16 5 19 205 12 3-5/16 5 19 -- 205 14 4-9/16 4 15 257 16 4-9/16 4 15 257 18 4-9/16 4 ......... 15 257 20 5-1/16 2.5 9.5 412 24 5-1/2 2.5 9.5 412 'Fcr full deflection application, insert spigot no deeper than the first assembly stripe. "The pipe to be installed must be kept in straight alignment with the previously installed pipe or fitting during assembly. Joint deflection may be made upon completion of the assembly. U.S PIPE AND FOUNDRY CO. FIELD LOK 350' GASKET BRO-080 REVISED 12.05 W CL 01� 4"-24" FS CD co 0o FIELD LOK 3500 Gasket eoi.iox pg Special Notes Regarding the use of FIELD LOK 350 Gaskets FIELD LOX 350 Gaskets will have a tag attached to them with gasket assembly instructions and a "CAUTION!"notice. 1. Do not use FIELD LOK 350 Gaskets to provide electrical joint conductivity for thawing purposes. Such use may damage the gaskets. 2. Use FIELD LOK 350 Gaskets only in push -on joints which have the trademark TYTON® or MON JOINT®. Use in other joints may result in joint separation. 3. FIELD LOK 350 Gaskets should not be used in above ground installations. 4. Do not use FIELD LOK 350 Gaskets with corroded pipe. 5. U.S. Pipe has not conducted tests with gray iron or plastic piping products and, therefore, cannot recommend or warrant the use of FIELD LOK 350 Gaskets with gray iron (pipe, fittings or valves) or plastic (pipe or fittings). 6. Always make sure that the gasket is properly placed in the socket with the bulb or thickest portion of the gasket being deepest in the socket. 7. Use in casings: Pipelines restrained with FIELD LOK 350 Gaskets may be installed in straight casings by pulling, not pushing, the line through the casing. Assembly of the joints must be controlled, such as with come -a -longs or cable hoists, to prevent fully "homing" the spigot to the base of the socket to allow for joint deflection. When it is necessary that the pipeline be installed through a casing, TR FLEX® Pipe is recommended. 8. Do not reuse FIELD LOK 350 Gaskets. 9. Do not use FIELD LOK 350 Gaskets with Tyton Plugs since it is not possible to remove the plug after the joint is assembled. 10. Although disassembly of joints restrained with FIELD LOK 350 Gaskets is possible, the use of TR FLEX® Pipe and Fittings is recommended if disassembly of the joints is planned or anticipated. 11. If the maximum joint deflection is necessary, do not push the pipe to the bottom of the socket. 12. For cold weather assemblies, keep the temperature of the FIELD LOK 350 Gaskets above 40° F. 13. Approximately twice as much assembly force may be required to assemble a FIELD LOK 350 Gasket joint as is required for a conventional TYTOW Gasket push -on joint. U.S. PIPE AND FOUNDRY CO. FIELD LOK 350` GASKET BRO-080 REVISED 12.05 W 4"-24" G co co 00 FIELD LOK 3500 Gasket NOS F. zoos voiriax pip Special Notes Regarding the use of FIELD LOK 350 Gaskets (cont.) 14. If FIELD LOK 350 Gaskets are used in vertical installations, provisions must be made to keep CAU Ti V N he joint extended and not allow the teeth to become disengaged from the pipe. Failure to DURING ASSEMBLY <eep vertical joints extended can result in joint separation. 15. --or cut pipe, select pipe with diameters or circumferences at the cut location which conform -o Table 1.------------- - 16. :or cut pipe, ensure that a tapered bevel similar to the one furnished with the pipe is ground onto the end of the pipe. (See illustration at right.) 1 : Measure the socket depth and make a mark on the pipe spigot that distance from the end of ��� } -he pipe. This mark will indicate when the joint is fully "home". IRE -- 18.'�eep the joint in straight alignment during assembly, especially when handling fittings. Do not fully "home" the joint if maximum joint deflection is required. Set the joint deflec- tion after the assembly is made. — 19. ;heck for correct positioning of the FIELD LOK 350 Gasket by inserting a feeler gauge in the space between the bell and the pipe OD in several locations around the socket to assure that ---_ -he gasket is in proper position in the socket. 5/8"minimum 1/8"minimum / I Break Edge Spigot End Grind Bevel (See Note #16) J.S. PIPE AND FOUNDRY CO. FIELD LOK 350 Gasket BRO-080 REVISED 12.05 ITIORTHTOWN Pipe Protection Products Product Data Sheet TUBULAR POLYETHYLENE PROTECTION FOR CAST IRON, DUCTILE IRON AND STEEL PIPE PRODUCT HISTORY Certain soils and artificial environments have been shown to be corrosive to cast iron pipe. In severe environments, the life of the pipe has been significantly shortened. Extensive tests and field installations for over 47 years have shown that loose polyethylene encasement of the pipe is an effective and economical means of corrosion protection.. PRODUCT USE / DESCRIPTION Polyethylene film prevents contact between the pipe and the surrounding soil for corrosion protection. However, it is not expected to be an airtight or watertight encasement. It is available in natural (dear), black, purple, blue, green and custom colors, and it is offered in widths suitable for all pipe sizes. INSTALLATION Per AWWA C105-05 there are 3 installation methods. Method A, the most commonly used is described here. The 8 mil polyethylene tube should be cut to lengths that provide a one foot overlap beyond each end of a pipe section. Slip the tubing over the pipe with the printed side up, and bunch it back to clear both ends. A shalow bell hole should be made to facilitate installation of the polyethylene. Lower p'pe into position and make up the joint. Pull tubing over the joint from the preceding pipe length and tape it securely to the new pipe length. Overlap the polyethylene from the new pipe length back over the same joint and tape in place on the preceding pipe barrel. Pull the polyethylene along the length of the new pipe, folding excess tubing over the top of the pipe barrel and securing it every 3 to 4 feet. Keep the excess polyethylene for the overlap of the next joint bunched back from the joint In preparation for making the next joint. Repeat this process for each po'yethylene taped into place. SPECIFICATIONS The 8 mil minimum, group 2, linear low density, flat tube, virgin: polyethylene film provided meets or exceeds the requirements of AWWA C105-05, ANSI A21.5-05, ASTM D4976 and NT4112-05. The film is mariced showing trademark, year of manufacture, type of resin, specification conformance, applicable pipe sizes and the words "warning corrosion protection -repair any damage." PROPERTIES Tensile Strength Elongation Dielectric Strength Impact Resistance Propagation Tear Resistance 3600 psi, minimum—ASTM D882 800%, minimum—ASTM D882 800 V/mil, minimum—ASTM D149 600 g, minimum—ASTM D1709-B 2550 gf, minimum—ASTM D1922 OPTIONS Northtown's Polywrap is also made in 3' X 100' flat sheets for wrapping fittings and appurtenances and for use in joint make-up, as described in 4.4.2,2 of the AWWA stardard, 800 WRAP -A -PIPE P.O. Box 2064 Huntington Beach CA 92647 714 897-0700 Fax 714 897-0600 ra Adw Washington State Department of Transportation Contract LL�� FA Number A Ldr1.„ b ff-em Oh 9 Section Request for Approval of Material SR Date 4-Z9-07 County Contractor Subcontractor ctAr �..L, Wilss.. Corcie i i For WSDOT Use Only For assistance in completing, see Instructions and Example RAM # Bid Material nr Name and Location of Fabricator, Specification PE Hdgtr. File Item Ne. Manufacturer's ProducuType Manufacturer or Pit Number Reference Appel Appel Code Code No, r�x aF yG 26 27 1 100 C leq.-- e,, W. fl. 1'►Pacrtawf 27 1 F'�bre So;-4' 1 W. V Project Engineer I Date State Materials Engineer Date Approval Action Codes for use by ProJect Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Satlsfaclory' Test Report for samples of materials to be Incorporated into project. 2. Conditionally Approved: Submit Mfg, Cart. of Compliance for'Approval' prior to use of material. 3. Condltlonally Approved: Submit Catalog Cuts for'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material, 5. Conditionally Approved: Only'Approved for Shlpment' or 'WSDOT Inspected' material shall be used, 6. CondlOonally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9_ Approval Withheld: Submit samples for preliminary evaluation. 10, Approval Withheld: 11. Remarks: Project Engineer Distribution ❑ Contractor ❑ Region Materials O Region Operations Engineer ❑ State Materlals Lab DOT Form 350.071 EF State Materials Engineer Dlstribution O General File ❑ Signing Inspection ❑ Fabrication Inspection ❑ Other ze 39Vd I331YI 666e9z66sz vs:-0 �eezi6z cne Jul 11 2007 11:101`911 MILES SAND RNLI GRAVEL CO 2533516005 P.1 /I\ National Ready Mixed Concrete Association Certificate of Conformance For Concrete Production Facilities NRMCA THIS IS TO CERTIFY THAT Plant 201, Auburn, TEA Miles Sand & Gavel Company has been inspected by the undersigned registered professional engineer for conformance with the requirements of the Check Zisr for Ready Mixed Coderefo Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automata Batching and Recordings Of Cementitious Materials, Aggregate, Water, and Chemical Admixtures I` Signawre of Licensed Professional Engineer April 18, 2007 Aril 18 2009 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencieS which develop. >,- Slgpm m of Company Official Title of Company Official NOTICE: The Che.k Wt rdratm only Quit p V1NdAias En abetuUy forthe p DdudW of mmmia gnarl prnNrty opetalad, Cmfnrtnarrce W Dw xr7ate ball With-va6fi tequlJwnwit9 rrwt bd uertBe9 try umal nWww rmtooLis i 1 axanance wn sane agreamzrrt9. Th[3 oarMudia b lsstsd OM the NW -ix" Rea* M KW GcnoreW Asaadabur on m1fi Wn that tf D W".-bun 65dlky eorF(;;mra to the reKltdrmnerus of the NRUCA Cwffl atim d Ready rkyzd CoacrW Produdon Fac*'iem. QG3. ltn9uthmtaed reRndudfor or mbusa of thta avttkM mBy resullln legal aci an. Plant ID #: 80ON61 Z 1965, 1992, 2001, 2002, 2006 Ccrdficaaon ID f;l: US I NaWrW Really Ml:ed Cbncrefe Association 900 Spring Sbreet • Silver Spring • MarylaM 20910 GBE09ZGESZ bS .?a L1a0z;'6Z1'c13 Mai 03 2005 9:EGRM MILES SAND AND GRAVEL CC 253351000i P 2 wmaftingta„ 5101* of Material of Tranaocrtatifx+ Request for Approval co�. FA Number SR Date —' County Section Conti actor &u bcontaotnr WiLson Cmcwte C4M$UruL-4= 2. For agslatirrce in mm hatracdorrs and a ti: ;. ,' �� Awrm 011d <. nubw v1 Faixlcator, or Fin Number Spuatiq¢bn Reference s, hemm No. Mrnuf9cturoes ProdtkMlTYPe mmufecttaer COARSE AGGREGATES Wos 9-03.1(4) :y�. �' • r' '� ��" 1 �>.� '`` <���'.1~�:,.��' .4(3CrRELrATES u S6rC3, (B-345) 9-03.1 2 () CP1v1ENl' TYPE I -II Lafrigr, i ItC'.� DW11.K+� ti 'ifi>•. •k1�'`+.iuF,:ss'>:>;.;; pfx{: i'; Yi:'{::. yi' S�'tiV,E% ,ti ; , . y., )!� �mm �r {� }�}q gyp• T l�/!O"lYY7V AlR Ii,j WATFR REDUCER Baer Budda3 f M9 •. y�i' : •. �:'p"FY.���� 3�: r ?wig% 'rf?siiFyl7'SNj dui v1z 200N x;�+`{I. ;Y;' ".:S:$'Y "4, �; ^i,^> .:..'�R.: V.,�<<ii Hi` .Z':>'u1i.::.i:)�i:>'iffS<• •.:'g •,�'6YK:i' ::CCilt!(Al'{,. '.ha`. . ,,��,'iF � s . sr ,•If;f�rl$+� : ¢v31.�.. fa. S{ .y '•��f''i ilk i:�i" 'Y'.'. �) �{'{ i¢: gSlilf . ✓':i iIF.: :);. :.S Y:. p +IE• 5 1 b�•L. v :y; ee�I;I ,W,'Y �L'.>,•:t:". 7T',"ti 7.' 1 4l I •�• <'ST.'.Y �'if �Ir(i. Y _i'r •/� ,j:�r'�:,: .�1.: ,..,.. �' ..:�h. ^;" � � '/'�I #' 1 1 -�..:: ,��i� ,�'; <• :. ��yyh tl: r':PI' .�F, ';f,: r •iris Yf�"�(�y .ny.T ':fjD i. i:L" ''dlh.�.9:7.:.} Q. ':e r.�..a•t. <. <: Y??f'r �...re'n<u �{V'{�kys:' � .:��f:p.;�i1•r :ac�� Y:� �< F,ti'. ,:dry.. J,T:' 1st s . :ST.:. .J Appsovsi Action Codes t'tm uss by Project Engineer and Stdo Metwlais Laboratory 1. Cardtt wWyApprvwtd: Acceptna boded uport',cats3featcr/ Teel Report far oramprea of rttaterlala to be Uxotporaled Into projed. 2- Canamiar aty Appfwod submit Mfg. Ceft of Co nplience fcr'Approval' prior to time of nttertal. 3. CorpMvnaly Approved Su" Catatvg Cola for 'Approve! Pifer to uae of matnftel. 4. Corw*uwally Apxoved: Submit Shop Dravares for 'Apprwef poor to N&rka tcn of rrrW*- 5. CvrKVJoruAYApprwW: Ordy'AppwYad far atdprrai r or WSDOT Iropipotod' natertel abW be used. & Cardkiarady Approved' 3ubrrd bideriale Cork of OKgkn to Pr000r I1t row. 7- Appca PoWirg- Raqueet Tranembiad to Stde Materinis Labm vy for Approval ACWn- e. 901rce Approved: a Apprvwl Whhheld Submit srsimpleY far pra"mry efveluetbn. 10, Apprrn WRhheW, 11. Remuie: Pro*1 Enginear DIWIx ton JL090 M.Wwwo to cw y ❑ Cyr [] Gm"l Fie © Ro&n Opore5" Eft9lnw © F&br� Inapdetivn Rekn Mtfderia13 0 SiFtig Irm5adon ❑ &1* Uawtis Lat C> 0#w H� IDOM G8209z2S5z b5:'Le Zeezi6z,180 May 03 2005 11:27RM MILES SANI] AND GRHVEL CO W Washingtw St8W AOF Department of TraMpnrtatian Contractor Cancreto SupprKa Milts Sand & Gntntl Cpntrad Numbcr Cortract Name Submlttod By Wilnou Cou=te Plant Locatbn aub►s� Ktnt 25385160a5 P•2 Concrete Mix Design Tftis n* Is to he used In the lollovrin8 Sid Item No("): Cawete Cku� fch� one QnW a d a J 3004 ❑ 4000 ❑ 4000D ❑ 40MP 0 40WW [7 Concrete Overlay d Cement Concrete Pavemtm ® Other CamnwscW Class 3000 Remarks: .] UENLI `t Ulth .ter aIriwwxl(r Rdlr rtiAwarnn Mn 04CAA carrter►ttuous Cement Source Lafarge L Typo or CUSS I_Q 8p. Or. 3.15 Lbsky 564 Fly Asha Mlcroailiica L I" shag -� Concr� �' Rsnge mbdures manufacturer Product Type (�cY) /W Alr Entrainment Master Buildm MB-AE-90 6 cn +ar- 3 Weber Reducer High -Range Water Reducer Set Retarder Odd C.oannrttscial Class Water (MwWmum) 274 (lba(C) RedaimoNRecycled Water(Maximum) (Ibo/c3� Wa sr Ctarntmthous Rado (Mwdmum) 0,49 Resign Pertanmartco 1 2 3 4 6 Average 28 Day Compress)" Strenalb (cyl(ndets) psi 4 O80 4 ?�10 4,440 4,330 4,470 4,320 14 Day Flexural Strength (beams) psi Reviewed By: -- � PE 819nahrre owtrm tw: onorgw - C-M-tur p NtiL+�als Ub: Proioct LnaDoctar Copiaf To - State MltWWg L&b-�3enwtl MslsrW9 End aglorttl r,r,r =,— vannan 09 s0 _-�9vd t. 60.09z0Esz bs :Le , 00Z ez/20 Mai 03 2005 11:27RM MILES SAND FIND GRAVEL CO 253851GOOS p.3 CoMbined Gradation Chart 'AA ,X Concrete 9nro9 Component B-345 Cornpenertt 2 S-345 Component 3 Component d Campo Went Combined 13rada0ioo ) W5Cy0'T Pft No. ASRN_t,��ti4an ❑ You � No [J Yes ❑ No ❑Yes ❑ `fes No Required?IT C] Yet ®� Class 2v s„f.r^rf , C*uding C i#r(`, 331si q,i„ 1 00% Percent of Total AOyregate 2.71 2..63 Spedf{C QrevRy s�,L:::�ar��i: 1860 1221) ss� 1 LbelcY 2 Inch 1-12 Inch 1 Inch 34 Inch 12 Inch 3/8 Inch No. 4 No. 8 No, 16 No. 30 No. 50 No. 100 No. 200 Awregste CorrecWn Fads: 0 ineneaa Modulus: 2 �05 (Required fa Clem 2 8" NOW: a Roqulred fbr Cima 40DOD and 4000P mbceo.red p� vic b the t AS�C 1280 /n is IAASHTO T30C3rASiM C or ASTM C�245 feet reaub morn aontn G AASHTU No. 467, 57, (37, 7, 8; WSDOT Ctesa Chm 2; or combined gradaton. Sdo Standard 8 Peacawn "s.1 d Requked To; Cement Concrete Pavemerrtn • AMsch feet rmub indicgng contormence to Stendard Spedgeebon 8-25.1 coT Fam 3w4 o Er 90 39Vd I331"1 68_-09ZunC,SZ bS :2.0 LUKIGZ180 p.L Jul 17 07 04:06p 1 No. 372 JOHN SHREVe CST code: 03050 253-588-4272 W R. ME 1300-CLEAR Water -Base, Wax -Base Concrete Curing Compound DESCRIPTION 1300-CLEAR Water-13ase, Wax -Base Concrete Curing Compound is an excellent cure for interior and exterior, Horizontal and vertical concrete surfaces. When properly applied, it provides an impermeable film which optimizes water retortion- 1304- CLEAR appears white in color when wet, but dries clear. It is also available with a red fugitive dye to visually aid application coverage. 1300-CLEAR meets maximum VOC content limits of 350 g/L for Concrete Curing Compounds as required by the U.S. EPA Architectural Coatings Rule. USES 1300-CLEAR is used on both interior and exterior, horizontal or vertical concrete applications, where subsequent surface treatments will not be applied. PACT -AGING 5 gallon (18.93111") Pails 55 gallon (20620 liver) Drums SPECIFICATIONS • ASTM C 309, Type 1, Class A (Type 1-D, also available) • AASHTO M 148, Type I, Class A (Type 1-0, also available) DITIONALw�S CAN BEEFFODUND B DS FROM W. R mY VLSrC G >rAno OUR WIE13srM: www.wrmeadowsmm W.R. MEADOWS, INC. p.0. sex 398 • HAMpSHIFE IL 30140-0338 Phonn, 847214-210U • Fax; 847I6834544 1-600.342.5976 www.w►moadcgws.com SEA gffl, DULY 2004 (Supersedes May 2003) FEATURES AND ]BENEFITS When properly applied, it provides an impermeable film which optimizes water retention Purnrshcd as a ready -to -use, t►w water - base compound Produces hard, dense concrete.., minimizes hair -checking, thermal cracking dusting and other dcfex is Enhances the functional capabilities of concrete by "sealing in" the performance assets of stmngth and long life Offers a compressive strength significantly greeter than improperly cured concrete • Increases tensile strength for greater resistance to cracking and surface crazing Improves resistance to abrasion and corrosive action of salts and chemicals •• minimizes shrinkage • Applies quickly and easily with Conventional, commercial spray equipment • VOC complimt..aetual VOC content is less than 200 g/L TF,CENICAL DATA DRYING TIME: Depends on weather conditions and coverage, but will generally dry in I hour. Restrict foot traffic for at least 4 hours, 12 hours is preferable. FLASH POINT: Greater than 210°F (99'e} CON77NTIED ON REV,SRSE SIDE.. HAMPSHIRE, IL/ CARTERSVILLE, GA YORK, FA / FORT WORTH, TX / BENICIA, CA POMONA, CA GOODYEAR, AZ MILTON, ONT. La 39VJ I3olyl 690109Z8ESZ bS :2.O Z.00Z16Z180 Jul- 17 07 04:06p JOHN SHREVe 253-588-4272 p.3 PAGE 2... NO. 372,.. JULY 2004 Application Tools Clean up... prior to drying, equipment may be easily cleaned with soap and water. Once dried, use mineral spirits or other suitable petroleum distillate. Manual Power Sprayer Sprayer COVERAGE Approx. 200 sq. ftagal_ (4.9 sq. mJL). APPLICATION Preparadon... Application equipment must be clean and free of any previously used materials. Mtxi?ng... For optimum performance, gentle affixing or agitation is recommended. CAUTION: TO AVOID FOA_M1TG, DO NOT M1X EXCESSIX ELY. Method of Applicali'on... May be sprayed on in one even coat with a hand or power sprayer as soon 48 the surface water disappears from horizontal concrete surfaces. On vertical surfaces, spray on promptly after the forms are removed. Use a Chapin 8005 spray tip that produces a flow of 1/2 gallon (1.89 liters) per minute under 40 psi (.276 MPa) of pressure. PRECAUTIONS KEEP FROM FREEZING. Do not apply if the temperature of the concrete is less than 40°F (4°C). DO NOT MIX WITI4 CURES CONTAINING SOLVENT OR ADD SOLVENTS TO "WATER -BASE' CURES -SEPARATION WILL OCCUR. DO NOT ADD OR DILUTE WIT14 ANY OTHER COMPOUND. Do not use on concrete surfaces where paint, file or other treatments will be subsequently applied. HEALTH IlAZARDS Direct contact may result in mild irritation. Refer to Material Safety Data Sheet for complete health and safety information. TO VERIFY A10ST RECENT TECHNICAL DATA SHEET IS BEING USED, VISIT OUR WEDSITE= www.wrrneadowa.com LI41Ty.Q RTAR.HANTY "W. R. h1E A.DOWS. ]NC. wamnts at the :ime and place we make shipment, our material will be of good quality and will conform with our published specificanans in farce ou the dato of acceptance of the order." Rtad cernpletc warranry. Copy fumisbed upon request DiS�laim_er ne information wntained herein is included for illustrative purposes only, and to d,c best of our knmvledge, is accurate and .cliable. W. R- MEADOWS, INC. eartnat however under any circurrstomccmra s make any gusatee of results or assume any obligation or liability in connectioo with the use of this information- As W. R MEADOWS. INC. twa W control over the u c Lo which ot.hcrs may put its pnaduct, it is recommended that the products be tested co detemtine if suitable for specific application and/or our information is valid in a particular circw-nstance. Rc p nsibitity retains with the architeet or engineer, conLraetor and owner for the &siga, application and proper iwtaUat:on of each product. Specifier and tsar shall deterninc tfic suitability of produce for specific upplicatioa and asc�ume ail responsibilities in connection therewith. 0 W R. MEADOWS 2003 /04-5M 1:_iai�1 68E09z8C'Sz VS .ze ,Jule 17 07 04;07p JOHN SHREVe 253-588-4272 x1d No. 320-F CST Codc: 03150 R. ME A SrAi�gm-T9 AUGUST 2003 (Snperscdm Navember 2002) FIBRE EXPANSION JOL'il Multi -purpose, Expargion - Contraction Joint RILL r I DESCRIPTION SEALT'IGHT FV=E>p�miun Joint is composed of ccluar ftbco securely bonded Wgcd er and tmifarmly saftLmted with'aspbalt In assure longevity. Whcrevcr a cnat-cffa.'tive joint filler is rcgoixt4' SEALTIGHT Fibre Expmlmor, Jame watts the need- Mmnnfactttrcd and tnarketod by W.R. MEADOWS since the early 19301s, SFALTIGEJT Fibro Exp=01on mint is b"ed by mct' 60 years of Imtvca pg�llort cq�ac. Fibre Pxp=ion Joust is versatile, nn&cnt, flexible and rwn-extruding. Wh= ca4}rrsscd, to half of its original thickness, it will recover to a minimum of 70% of its original tluolraees. SEALTIGHTf Fib= Expansion Joust will not deform, twist or break with noamai oa-tlr job handling. BBrcaL,9e, waste and fiinctional failure 'esvlting ii'om the Ube of lr fCt7OI', foreign $ter metcrinls can cost you time, dollars and can tesnlr in a 6UbV=dacd finished job... thereby, genctatmg costly callbacks and --rk wq>enses. However, the purchase and installation of Fibre E cpansion Joint (a =MU segment of the total projeet'o cost) contributes to both the &at Cost efficiency and functional sncoes% fax greater in propa tiara than its W4a final CDSt. USES SEALTIGIrr Fibre Expansion Joint is ideal fur use ® highway% bt=ts, airport r mwayd, oderNafl s, driveways, flatMit anr� d scares ed conertdal and indmuW applications subject to pedestrian and vchdcular tT frW- FEA.TIJRES AND BENEFITS • Prrnldea the ideal product for the mayority of all cxpansi� contrwdoe joist rogttav-c its • Nan-cxRudigQ..vcr•atila,,. ofias a minimum 70 % rrccovery after camprmlon • A tough, lightweight, easy -to -use, semi -rigid joint fills available in strips and shopes fabricated to yorr re-qujietnerrts • Easy to cat.,.dimcntionally stable.-xot sticky ir► summer, or brittle in winter • Pro,7des neat, fmiabcd joints requiring no trimming • Often copied —but never equaltd RrrnainR the standard of d= in+lustrY to&Y—with over 60 ycaz's of proven and sah rY perf01-x C6 • Can be, pnnebed for dowel bars and Ixnmazod to d1jcbn,tAe3 gmiar than V Fibre spedfka'tions and size Information 6�p otRioresl n this sw) ptldttts Nun&ra Lww tta w.� �.t � _- . ASiid 175t-^ J V4', 30 .1P_' M', 48- 10' (305 Iris 1.24Itr. . gF,SFii0 M 213 3l4' 1" Is1, 11Zr� Asa auatade ' 16054. 'I . FAA Sped`42mo 15.4, 94, 12.7, item PL610.2.7 ( 1S.1,15Amm) 1.83, 3,5E N • Co.P5 c} FnglneF5 (YX 9M GON'rfNZ-ED ONBEVEJUE SIDE . W-R- MEADOWS, INC- HAMFsHIRE, IL/ CARTERSVILLE, can P.O. 8ox338 • yAMPSHIRE, IL K1434Md YORK, PA/ FORT NORTH, TX / BENICIA. CA Phone: 3471214-2100 - Pa: SaTfMi-4544 tBQO-3a28e; 6 POMONA, CA/ GOODYFAR. AZ I MILTON, ONT. 1ewa. rnrr>tad ow.. c o rts 6sEe9zs'5z t7S •ZLO Le@z,/6zi9a .Jul 17 07 04:07p JOHN SHREVe 253-558-4272 P.5 PAGE 2_N0. 3204... AUGUST 2V3 TYPICAL APPLICATIONS i �pwur•a mia Y' ka,�.rwrw Ar,QM3 frC �N• r� iVf'Yf9� �y� NM1TIM'�/W uIOCMIn ��� Myi " f fYG N— �-V APPLICATION SEAL'MITT Fibro Expansion Joint is poailinned against the forms, at intctnipting dbicctb of cnittta s, d apinst Ong etmcases prim' to the plaommeat of ooncrotc. SI?P.1:nGIff lF'ituo 'Expansion Joint ahould be bulaL d 12" (12.1tum) below the concrete suxfanc to accept W joint wtl=t. Boforc slide SPJaLTIGFIT SNAP -CAP aver thz top of the expansion joint. Place the corteretL and screed to fluiah gmado, as,isiW. When conctetc iscurcd. lmczrt a screwdriver [trough the top of the SNAP- CAp, pail free and dlaCard. Scal tho joisrt wldh SEAMONT #164, M-SPEC. -or Cold -Applied Sap' -SEAL* for mwamum prote tmr- from water mfiltratiom, weatba'tag end to aware PmPOr F=ctiatL (Refer to Data Sheet floe. 220, 221, "4)_ y�(yppa Ct RDuw ■aa IY� M x�p.,�py,rYo Application TOO1 !' utllity We FORTl3E MOST CURREVT]PRODUCT rfFORI►i ION, VIM OUR WESSITE: www.wrmeadowe.com -• � 1 �1�11TED WNT� "W.ADOWS, INC. VvWr Dat the brae and place we make Shiprocnt, our 7¢g�inl wall be R I�tx of good quality and will coofarm with oar publiahcd spccificatiorta in force on the date of acceptance of the ardrx." Read complCte wwwnty. Copy fumished upon request. i • Dit+d elm 4� I a *o w� _. be r of frn rt the inmna en corda led h�erein is incitulfor iiitLstrati�� �iulr—J cu Y, a:, I I�rxlcdgc, i9 Doctuatc and rcEable. WR. NcF_ D WS, INC. cannot 11owcvtr under any cir UM&tunces make any guaraalec of results or assume aay obligation ar liability in conaccviaa with the use of this informa6otL As W.R h1EADOWS, LNC. haS no control over the use to which colas may girt it< product, it is ctxure-macd that the p-odttcts be tested to delertnute if suiteble for spoci e appli,cativn and/or our inintmation is valid in a particular circttmsLmcc. ReVortibility remains Kith the architect or engineer; contractor and owner far the design, applicarma and proper instsll8tlou of each prods= Specifier and user shall determine the suitability of products for SPccifie dMlicatian tmd assume a1 responsibilities is cormecum therewith. * W.R MEADOWS 2nW 8X3-SM lIT Ijr,H� IMM 6u689Z9cr..S7, bS:ZO LOOZ/6Z/80 a �5bi" #a�7 www.sigmaco.com ©2007 Sigma Corporation, All Rights Reserved �7pt�wf ory)*t ¢ Cq{1y�tm4Nw� www'sigmaco.com @SIGMA Weights in Pounds, Less Accessories/ Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings 3-48" Ductile Iron Mechanical Joint Fittings Class 350 MATERIAL: Ductile Iron ASTM A536 PRESSURE: 350PSI WATER WORKING PRESSURE (CLASS 350) 3" - 24": & 250 PSI 30" - 48" TESTING: In accordance with ANSI / AWWA C153 / A21.53 & UL - FM requirements LAYING LENGTH:Short body design - straight section of body deleted to provide a compact and lighter fitting without reducing strength or flow characterisitics, in accordance with ANSI / AWWA C153 / A21.53 CEMENT LINING: In accordance with ANSI / AWWA C104 / A21.4 COATING: Tar coated (bituminous) inside and out in ac,-ordance with ANSI / AWWA C104 / A21.4 GASKETS: SBR in accordance with ANSI / AWWA C111 / A21.11 T-BOLTS: Low Alloy corrosion resistant high strength steel in accordance with ANSI / AWWA C111 / A21.11 APPROVALS: 3"-16" Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: Certified to NSF61 Standard ANSI / AWWA C153 / A21.53 for Compact Ductile Iron Fittings 3"-48" for water and other liquids. Mechanical Joint Detail Plain End Detail S ize A B C D F J K1 K2 L M P S X Bo its No Size Len Ls 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.63 0.39 3/4 4 5/8 3.0 5.5 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.75 0.39 7/8 4 3/4 3.5 5.5 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.75 0.43 7/8 6 3/4 3.5 5.5 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.75 0.45 7/8 6 3/4 3.5 5.5 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.75 0.47 7/8 8 3/4 3.5 5.5 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.75 0.49 7/8 8 3/4 3.5 5.5 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.75 0.55 7/8 10 3/4 4.0 8.0 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.75 0.58 7/8 12 3/4 4.0 8.0 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 0.75 0.68 7/8 12 3/4 4.0 8.0 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 0.75 0.69 7/8 14 3/4 4.0 8.0 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1-56 0.75 0.75 7/8 16 3/4 4.5 8.0 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 1.00 0.82 11/8 20 1 5.5 8.0 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 1.00 11/8 24 1 5.5 8.0 L2 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.00 1.25 13/8 28 11/4 6.0 8.0 L8 50.80 4.00 150.97 157.50 160.00 160.00 11.45 12.00 11.00 11.35 13/8 132 11/4 16.0 18.0 1 ©2007 Sigma Corporation, All Rights Reserved www.sigmaco.com Weights in Pounds, Less Accessories/ Dimensions in inches @SIGMA Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings 90 Degree Bends MIxMI MJxPE Size I Item No. Wt A Item No. Wt A B t 2 DM B290 17 3.00 0.30 3 DMB390 19 3.50 DME390 16 3.25 8.50 0.33 4 DMB490 25 4.00 DME490 22 4.00 9.50 0.34 6 DMB690 39 5.00 DME690 41 5.00 11.50 0.36 8 DMB890 57 6.50 DME890 58 6.50 12.50 0.38 10 DNIB1090 89 7.50 DME1090 88 7.50 13.00 0.40 12 DMB1290 108 9.00 DME1290 114 9.00 14.50 0.42 14 DMB1490 210 11.50 DME1490 211 11.50 19.50 0.47 16 DMB1690 264 12.50 OME1690 248 12.50 20.50 0.50 18 DNIB1890 335 14.00 DME1890 325 14.00 21.00 0.54 20 DMB2090 400 15.00 DME2090 390 15.00 22.50 0.57 24 DMB2490 565 16.75 DME2490 575 17.00 25.00 0.61 30 DMB3090 930 2L50 DME3090 865 21.50 30.50 0.66 36 DMB3690 1,450 24.50 DME3690 1,355 24.50 33.50 0.74 42 DMB4290 2,205 29.25 DME4290 2,055 29.25 38.25 0.82 48 1 DMB4890 12,990 133.25 1 DME4890 12,805 133.25 42.25 0.90 45 Degree Bends MIxMJ MIxPF Size Item No. Wt A Item No. Wt A B T 2 DMB245 10 1.50 0.30 3 DMB345 16 1.50 DME345 13 1.50 7.00 0.33 4 DMB445 22 2.00 DME445 19 2.00 7.50 0.34 6 DMB645 32 3.00 DME645 34 3.00 8.50 0.36 8 DMB845 46 3.50 DME845 49 3.50 9.00 0.38 10 DMB1045 70 4.50 DME1045 70 4.50 10.00 0.40 12 DMB1245 86 5.50 DME1245 93 5.50 11.00 0.42 14 DMB1445 160 5.00 DME1445 146 5.00 13.00 0.47 16 DMB1645 202 5.50 DME1645 212 5.50 13.50 0.50 18 DMB1845 250 6.00 DME1845 235 6.00 13.00 0.54 20 DMB2045 305 7.00 DME2045 290 7.00 14.00 0.57 24 DMB2445 405 7.50 DME2445 390 7.50 14.50 0.61 30 DMB3045 780 10.50 DME3045 715 10.50 19.50 0.66 36 DMB3645 1135 11.50 DME3645 1,040 12.00 2L00 0.74 42 DMB4245 1610 14.00 DME4245 1,460 14.00 23.00 0.82 48 DMB4845 2090 15.00 DME4845 1,905 15.00 24.00 0.90 22-1/2 Degree Bends MIxMI M1xPF Size Item No. Wt. A Item No. Wt. A B T 3 DMB322 15 1.00 DME322 12 1.00 6.50 0.33 4 DMB422 18 1.50 DME422 18 1.50 7.00 0.34 6 DMB622 31 2.00 DME622 29 2.00 7.50 0.36 8 DMB822 46 2.50 DME822 43 2.50 8.00 0.38 10 DMB1022 64 3.00 DME1022 61 3.00 8.50 0.40 12 DMB1222 80 3.50 DME1222 79 3.50 9.00 0.42 14 DMB1422 136 3.75 DME1422 133 3.75 11.25 0.47 16 DMB1622 172 3.75 DME1622 166 3.75 1L75 0.50 18 DMB1822 255 4.50 DME1822 235 6.00 13.00 0.54 20 DMB2022 310 4.50 DME2022 300 7.00 14.00 0.57 24 DMB2422 412 4.50 DME2422 395 7.50 14.50 0.61 30 DMB3022 665 6.75 DME3022 600 6.75 15.75 0.66 36 DMB3622 960 7.75 DME3622 865 7.75 16.75 0.74 42 OMB4222 1350 9.00 DME4222 1,200 9.00 18.00 0.82 48 CMB4822 1760 10.00 DME4822 1,575 10.00 19.00 0.90 e DME IB D E lM N1.1 .x PE 901 I .� rr ......y..... ...41. iy1-j :< IL=`'l ye X 2 U2001 Sigma Corporation, All KightS Keserveo t www.sigmaco.com Weight @SIGMA s in Pounds, Less Accessories/ Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings 11-1/4 Degree Bends 90 deg. bends MJ x MJ MIYPIP Size Item No. Wt A Item No. Wt. A B T 3 DMB311 14 1.00 DME311 12 1.00 6.50 0.33 4 DMB411 16 1.25 DME411 17 1-25 6.25 0.34 6 DMB611 30 L50 DME611 27 L50 7.00 0.36 8 DMB811 42 1.75 DME811 39 1.75 7.25 0.38 10 DMB1011 58 2.00 DME1011 52 2.00 7.50 0.40 12 DMB1211 67 2.25 DME1211 69 2.25 7.75 0.42 14 DMB1411 93 2.50 DME1411 118 2.50 10.50 0.47 16 DMB1611 148 2.50 DME1611 136 2.50 10.50 0.50 18 DMB1811 205 3.00 DME1811 235 6.00 13.00 0.54 20 DMB2011 245 3.00 DME2011 300 7.00 14.00 0.57 24 DMB2411 315 3.00 DME2411 400 7.50 14.50 0.61 30 DMB3011 600 4.75 DME3011 535 4.75 13.75 0.66 36 DMB3611 820 5.00 DME3611 725 5.00 14.00 0.74 42 DMB4211 1,180 6.00 DME4211 1,030 6.00 15.00 0.82 48 1 DMB4811 1,475 6.50 DME4811 1,290 6.50 15.50 0.90 lY; '• Px� 3 X } 's.Atiiz MF iY1 lei MJ x Flange Bends & Adapters 45 deg_ hends 4dantPr4z Size Item No. A S Wt. Item No. A S Wt. Item No. L Wt T 3 MFB390 3.50 5.50 21 MFB345 1.50 3.00 17 MFA3 3.50 18 0.33 4 MFB490 4.00 6.50 28 MFB445 2.00 4.00 34 MFA4 3.50 24 0.34 6 MFB690 5.00 8.00 46 MFB645 3.00 5.00 57 MFA6 3.50 36 0.36 8 MFB890 6.50 9.00 71 MFB845 3.50 5.50 83 MFA8 4.00 52 0.38 10 MFB1090 7.50 11.00 121 MFB1045 4.50 6.50 122 MFA10 4.00 67 0.40 12 MFB1290 9.00 12.00 155 MFB1245 5.50 7.50 159 MFA12 4.00 80 0.42 14 MFA14 5.00 126 0.47 16 MFB1690 12.50 15.00 280 MFB1645 5.50 8.00 290 MFA16 5.00 166 0.50 18 MFA18 5.00 206 0.54 20 MFB2090 15.00 18.00 441 MFB2045 7.00 9.50 338 MFA20 5.00 275 0.57 24 MFB2490 16.75 22.00 618 MFB2445 7.50 11.00 442 MFA24 5.00 324 0.61 30 1 1 1 1 1 1 1 1 1 MFA30 17.00 1420 10.66 F8 MJ x Flange 22-1/2 Bends Size Item No. A S T Wt. 3 MFB322 1.00 3.00 0.33 15 4 MFB422 1.50 4.00 0.34 23 6 MFB622 2.00 5.00 0.36 37 8 MFB822 2.50 5.50 0.38 56 10 MFB1022 3.00 6.50 0.40 81 12 1 MFB1222 13.50 17.50 10.42 1 114 3 ©2007 Sigma Corporation, All Rights Reserved www.sigmaco.com Weights in Pounds, Less Accessories/ Dimensions in inches @SIGMA Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings Crosses Size Item No. H J T T1 Wt, Run Branch 3 3 DMC33 3.00 3.00 0.33 0.33 35 4 3 DMC43 3.50 4.00 0.34 0.33 49 4 4 DMC44 4.00 4.00 0.34 0.34 57 6 4 DMC64 4.00 5.00 0.36 0.34 68 6 6 DMC66 5.00 5.00 0.36 0.36 75 8 4 DMC84 4.00 6.50 0.38 0.34 99 8 6 DMC86 5.00 6.50 0.38 0.36 108 8 8 DMC88 6.00 6.00 0.38 0.38 105 10 3 DMC103 3.00 7.50 0.40 0.33 115 10 4 DMC104 4.00 7.50 0.40 0.34 98 10 6 DMC106 5.00 7.50 0.40 0.36 118 10 8 DMC108 6.50 7.50 0.40 0.38 138 10 10 DMC1010 7.00 7.00 0.40 0.40 145 12 4 DMC124 4.00 8.75 0.42 0.34 100 12 6 DMC126 5.00 8.75 0.42 0.36 140 12 8 DMC128 6.50 8.75 0.42 0.38 162 12 10 DMC1210 7.50 8.75 0.42 0.40 190 12 12 DMC1212 8.50 8.50 0.42 0.42 213 14 8 DMC148 8.00 10.50 0.47 0.38 259 14 14 DMC1414 10.50 10.50 0.47 0.47 299 16 6 DMC166 6.50 11.50 0.50 0.36 250 16 8 DMC168 7.50 11.50 0.50 0.38 289 16 10 DMC1610 8.50 11.50 0.50 0.40 345 16 12 DMC1612 9.50 11.50 0.50 0.42 397 16 16 DMC1616 11.50 11.50 0.50 0.50 385 20 20 DMC2020 14.00 14.00 0.57 0.57 605 24 24 DMC2424 16.00 16.00 0.61 0.61 830 30 30 DMC3030 22.00 22.00 0.66 0.66 1840 36 36 DMC3636 26.00 26.00 0.74 0.74 2655 42 42 DMC4242 30.00 30.00 0.82 0.82 3725 48 148 1 DMC4848 133.50 133.50 10.90 10.90 14955 Tees SIZE MJ x MJ MJ x Flan e Run Br. Item No. Wt. H J T T1 Item No. Wt. H L 2 2 DMT22 16 3.00 3.00 0.30 0.30 3 3 DMT33 28 3.00 3.00 0.33 0.33 DMF33 28 3.00 5.50 4 2 DMT42 29 3.00 4.00 0.34 0.30 4 3 DMT43 30 3.50 4.00 0.34 0.33 4 4 DMT44 32 4.00 4.00 0.34 0.34 DMF44 38 4.00 6.50 6 3 DMT63 42 3.50 5.00 0.36 0.33 DMF63 51 3.50 8.00 6 4 DMT64 46 4.00 5.00 0.36 0.34 DMF64 54 4.00 8.00 6 6 DMT66 56 5.00 5.00 0.36 0.36 DMF66 56 5.00 8.00 8 3 DMT83 52 3.50 6.50 0.38 0.33 DMF83 70 4.00 9.00 8 4 DMT84 60 4.00 6.50 0.38 0.34 DMF84 72 4.00 9.00 8 6 DMT86 72 5.00 6.50 0.38 0.36 DMF86 83 5.00 9.00 8 8 DMT88 86 6.50 6.50 0.38 0.38 DMF88 94 6.50 9.00 10 3 DMT103 75 4.00 7.50 0.40 0.33 10 4 DMT104 78 4.00 7.50 0.40 0.34 DMF104 89 4.00 11.00 10 6 DMT106 90 5.00 7.50 0.40 0.36 DMF106 107 5.00 11.00 10 8 DMT108 105 6.50 7.50 0.40 0.38 DMF108 115 6.50 11.00 10 10 DMT1010 120 7.50 7.50 0.40 0.40 DMF1010 130 7.50 11.00 12 3 DMT123 90 4.00 8.75 0.42 0.33 12 4 DMT124 94 4.00 8.75 0.42 0.34 DMF124 115 4.00 12.00 12 6 DMT126 110 5.00 8.75 0.42 0.36 DMF126 120 5.00 12.00 12 18 1 DMT128 1125 16.50 18.75 10.42 10.38 1 DMF128 1146 16.50 112.00 ©2007 Sigma Corporation, All Rights Reserved MC r i r : 3' WxM-j MIT .c 3. s i i i W x FLANGE D F 4 www.sigmaco.com @SIGMA Weights in Pounds, Less Accessories /Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings Tees (continued) I J .x M"I WAT MJ x.FLANGE DMF SIZE MJ x MJ MJ x Flane Run Br. Item No. wt H J T T1 Item No. wt. H L 12 10 DMT1210 140 7.50 8.75 0.42 0.40 DMF1210 174 7.50 12.00 12 12 DMT1212 160 8.75 8.75 0.42 0.42 DMF1212 198 8.75 12.00 14 4 DMT144 172 5.50 10.50 0.47 0.34 14 6 DMT146 182 6.50 10.50 0.47 0.36 14 8 DMT148 206 7.50 10.50 0.47 0.38 14 10 DMT1410 228 8.50 10.50 0.47 0.40 14 12 DMT1412 234 9.50 10.50 0.47 0.42 14 14 DMT1414 280 10.50 10.50 0.47 0.47 16 6 DMT166 228 6.50 11.50 0.50 0.36 DMF166 213 6.50 15.00 16 8 DMT168 248 7.50 11.50 0.50 0.38 DMF168 260 7.50 15.00 16 10 DMT1610 264 8.50 11.50 0.50 0.40 DMF1610 287 8.50 15.00 16 12 DMT1612 280 9.50 11.50 0.50 0.42 DMF1612 312 9.50 15.00 16 14 DMT1614 316 10.50 11.50 0.50 0.47 16 16 DMT1616 322 11.50 11.50 0.50 0.50 18 6 DMT186 275 6.50 12.50 0.54 0.36 DMF186 261 6.50 15.50 18 8 DMT188 295 7.50 12.50 0.54 0.38 18 10 DMT1810 315 8.50 12.50 0.54 0.40 18 12 DMT1812 335 9.50 12.50 0.54 0.42 18 14 DMT1814 380 10.50 12.50 0.54 0.47 18 16 DMT1816 428 11.50 12.50 0.54 0.50 18 18 DMT1818 448 12.50 12.50 0.54 0.54 20 6 DMT206 348 6.50 14.00 0.57 0.36 DMF206 345 6.50 17.00 20 8 DMT208 345 8.00 14.00 0.57 0.38 DMF208 384 8.00 17.00 20 10 DMT2010 370 9.00 14.00 0.57 0.40 20 12 DMT2012 441 10.00 14.00 0.57 0.42 20 14 DMT2014 440 11.00 14.00 0.57 0.47 20 16 DMT2016 465 12.00 14.00 0.57 0.50 20 18 DMT2018 505 13.00 14.00 0.57 0.54 20 20 DMT2020 535 14.00 14.00 0.57 0.57 24 6 DMT246 415 7.00 16.00 0.61 0.36 DMF246 460 7.00 19.00 24 8 DMT248 445 8.00 16.00 0.61 0.38 DMF248 418 8.00 19.00 24 10 DMT2410 470 9.00 16.00 0.61 0.40 24 12 DMT2412 500 10.00 16.00 0.61 0.42 24 14 DMT2414 550 11.00 16.00 0.61 0.47 24 16 DMT2416 580 12.00 16.00 0.61 0.50 24 18 DMT2418 630 13.00 16.00 0.61 0.54 24 20 DMT2420 660 14.00 16.00 0.61 0.57 24 24 DMT2424 720 16.00 16.00 0.61 0.61 30 6 DMT306 700 7.00 20.00 0.66 0.36 30 8 DMT308 739 8.50 20.00 0.66 0.38 30 12 DMT3012 830 10.00 20.00 0.66 0.42 30 16 DMT3016 959 12.50 20.00 0.66 0.50 30 20 DMT3020 995 15.00 20.00 0.66 0.57 30 24 DMT3024 1060 16.00 20.00 0.66 0.61 30 30 DMT3030 1323 20.00 20.00 0.66 0.66 36 12 DMT3612 1205 10.00 23.50 0.74 0.43 36 16 DMT3616 1350 12.50 23.50 0.74 0.52 36 24 DMT3624 1498 16.00 23.50 0.74 0.61 36 30 DMT3630 1767 20.00 23.50 0.74 0.66 36 36 DMT3636 19W 23.50 23.50 0.74 0.74 42 12 DMT4212 1410 10.00 29.50 0.82 0.43 42 24 DMT4224 2270 20.00 27.50 0.82 0.61 42 30 DMT4230 2425 22.00 29.50 0.82 0.66 42 36 DMT4236 3000 30.00 30.00 0.82 0.74 42 42 DMT4242 3175 30.00 30.00 0.82 0.82 48 24 DMT4824 2870 23.00 32.00 0.90 0.61 48 30 DMT4830 3050 23.00 32.00 0.90 0.66 48 36 DMT4836 3900 33.50 32.25 0.90 0.74 48 42 DMT4842 4100 33.50 33.50 0.90 0.82 48 148 IDMT4848 14250 133.50 133.50 10.90 10.90 5 ©2007 Sigma Corporation, All Rights Reserved www.sigmaco.com Weights in Pounds, Less Accessories/ Dimensions in inches @SIGMA Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings Tapped Tees and Crosses Size TEE CROSS T L Tap Size Item No. wt. Item No. wt. 3 DTT3 35 DTC3 19 0.33 6.0 2 4 DTI-4 45 DTC4 23 0.34 8.0 2 6 DTT6 70 DTC6 37 0.36 10.0 2 8 DTT8 95 DTC8 53 0.38 13.0 2 10 DTT10 130 DTC10 68 0.40 14.0 2 12 DTT12 165 DTC12 88 0.42 17.5 2 16 DTT16 178 DTC16 178 0.50 23.0 2 20 DTT20 259 DTC20 259 0.57 28.0 2 24 1 DTT24 1320 1 DTC24 1320 10.61 132.0 12 Cans and Plugs Size CAP SOLID CAP TAPPED wt PLUG SOLID PLUG TAPPED wt Item No. Item No. Item No. Item No. 3 DMK3 DTK3 8 DMP3 DTP3 8 4 DMK4 DTK4 9 DMP4 DTP4 10 6 DMK6 DTK6 15 DMP6 DTP6 16 8 DMK8 DTK8 22 DMP8 DTP8 26 10 DMKIO DTK10 32 DMP10 DTP10 36 12 DMK12 DTK12 42 DMP12 DTP12 46 14 DMK14 DTK14 66 DMP14 DTP14 75 16 DMK16 DTK16 92 DMP16 DTP16 95 18 DMK18 DTK18 114 DMP18 DTP18 121 2C DMK20 DTK20 125 DMP20 DTP20 135 24 DMK24 DTK24 166 DMP24 DTP24 175 30 DMK30 DTK30 345 DMP30 DTP30 355 36 DMK36 DTK36 628 DMP36 DTP36 688 Push In Plugs Size SOLID PLUG TAPPED PLUG Wt. T Item No. Item No. 4 DPP4 PTP4 12 0.43 6 DPP6 PTP6 20 0.47 8 DPP8 PTP8 27 0.49 10 DPP10 PTP10 36 0.52 12 DPP12 PTP12 47 0.54 1E I DPP16 I PTP16 159 10.60 Wyes (45 degree laterals) Size Item No. X Y T T1 wt Run Branch 3 3 DMY33 2.0 8.5 .34 .34 36 4 4 DMY44 2.5 9.5 .35 .35 45 6 4 DMY64 1.5 11.0 .37 .35 67 6 6 DMY66 3.0 13.0 .37 .37 93 8 4 DMY84 0.5 13.0 .39 .35 93 8 6 DMY86 2.0 14.5 .39 .37 113 8 8 DMY88 3.5 16.0 .39 .39 136 10 4 DMY104 0.0 15.0 .41 .35 118 10 6 DMY106 1.0 16.0 .41 .37 136 10 8 DMY108 2.5 17.0 .41 .39 170 10 10 DMY1010 3.5 19.0 .41 .41 199 12 4 DMY124 0.0 16.5 .43 .35 150 12 6 DMY126 1.5 18.5 .43 .37 186 12 8 DMY128 1.5 18.5 .43 .39 188 12 10 DMY1210 3.0 20.0 .43 .41 223 12 112 1 DMY1212 14.5 122.5 1.43 1.43 1272 OTT r : k.. DTK DAP DTP OMY ©2007 Sigma Corporation, All Rights Reserved 6 www.sigmaco.com @SIGMA Weights in Pounds, Less Accessories/Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings ...... t 3 _ , �r.' I Reducers Size Item. he. Wt. L Item No. Wt. LS Item No. Wt. L2 Item No. Wt. L3 T Ti 4 x 2 DMR=2 16 2.50 SPR42 14 8.00 0.34 0.30 4 x 3 DMR43 18 3.00 SPR43 17 8.50 LPR43 18 8.50 PPR43 14 14.00 0.34 0.33 6 x 3 DMR63 22 5.00 SPR63 24 10.50 LPR63 19 10.50 PPR63 19 16.00 0.36 0.33 6 x 4 DMR64 24 4.00 SPR64 25 9.50 LPR64 25 9.50 PPR64 22 15.00 0.36 0.34 8 x 4 DMR84 32 5.00 SPR84 30 10.50 LPR84 34 10.50 PPR84 30 16.00 0.38 0.34 8 x 6 DMR85 36 4.00 SPR86 35 9.50 LPR86 32 9.50 PPR86 30 15.00 0.38 0.36 10 x 4 DMR104 46 7.00 SPR104 43 12.50 LPR104 43 12.50 PPR104 46 18.00 0.40 0.34 10 x 6 DMRICB 47 5.00 SPRS06 46 10.50 LPRS06 42 10.50 PPR106 46 16.00 0.40 0.36 10 x 8 DMRiCS 50 4.00 SPR108 42 9.50 LPR108 50 9.50 PPR108 49 15.00 0.40 0.38 12 x 4 DMR124 58 9.00 SPR124 60 14.50 LPR124 60 14.50 PPR124 58 20.00 0.42 0.34 12 x 6 DMR126 58 7.00 SPR126 58 12.50 LPR126 58 12.50 PPR126 58 18.00 0.42 0.36 12 x 8 OMR128 57 5.00 SPR128 54 10.50 LPR128 55 10.50 PPR128 59 16.00 0.42 0.38 12 x10 DMR1210 61 4.00 SPR1210 59 9.50 LPR1210 59 9.50 PPR1210 59 15.00 0.42 0.40 14 x 6 DMR146 100 9.00 SPR146 100 16.90 LPR146 104 14.50 PPR146 93 22.30 0.47 0.36 14 x 8 DMR148 100 7.00 SPR148 98 14.90 LPR148 98 12.40 PPR148 94 20.30 0.47 0.38 14 x 30 DMR1410 100 5.00 SPR1410 94 12.90 LPR1410 92 10.40 PPR1410 90 18.30 0.47 0.40 14 x 12 DMR1412 100 4.00 SPR1412 90 11.90 LPR1412 92 9.40 PPR1412 88 17.30 0.47 0.42 16x6 DMR166 124 11.00 SPR166 125 18.90 LPR166 136 16.50 PPR166 93 24.30 0.50 0.36 16 x 8 DMR368 124 9.00 SPR168 121 16.90 LPR168 128 14.40 PPR168 121 22.30 0.50 0.38 16 x 10 DMR1610 124 7.00 SPR1610 105 15.00 LPR1610 123 12.50 PPR1610 119 20.50 0.50 0.40 16 x 12 DMR1612 112 5.00 SPR1612 109 12.90 LPR1612 108 10.50 PPR1612 99 18.30 0.50 0.42 16 x 14 DMRi614 140 4.00 SPR1614 126 12.00 LPR1614 132 12.00 PPR1614 129 19.70 0.50 0.47 18 x 6 DMR186 194 16.00 0.54 0.36 18x8 DMR18S 190 13.00 SPR188 170 20.00 LPR188 195 19.50 PPR188 170 27.40 0.54 0.38 18 x 10 DMR_810 195 10.00 SPR1810 165 18.00 LPR1810 185 17.40 PPR1810 160 25.50 0.54 0.40 18 x 12 DMR_812 180 7.00 SPR1812 150 15.50 LPR1812 175 14.00 PPR1812 150 19.50 0.54 0.42 18 x 14 DMR1814 190 6.00 5PR1814 175 15.00 LPR1814 190 15.00 PPR1814 160 23.00 0.54 0.47 18 x 16 DMRa816 193 5.00 SPR1816 170 12.50 LPR1816 190 12.50 PPR1816 145 18.00 0.54 0.50 20 x 6 DMR206 232 22.00 SPR206 201 30.00 LPR206 231 27.50 PPR206 106 35.50 0.57 0.36 20 x 8 DMR208 227 19.00 SPR208 198 27.00 LPR208 227 24.50 PPR208 106 32.50 0.57 0.38 20x10 DMR2010 230 14.00 SPR2010 200 22.00 LPR2010 210 19.00 PPR2010 180 27.50 0.57 0.40 20 x 12 DMR2012 205 12.00 SPR2012 170 17.50 LPR2012 205 16.00 PPR2012 190 21.50 0.57 0.42 20 x 14 DMR2014 200 10.00 SPR2014 190 18.00 LPR2014 205 17.90 PPR2014 195 26.00 0.57 0.47 20 x 16 DMR2016 200 7.00 SPR2016 185 13.50 LPR2016 200 13.50 PPR2016 170 19.00 0.57 0.50 20 x 18 DMR2018 225 4.00 SPR2018 200 12.00 LPR2018 225 12.00 PPR2018 190 20.00 0.57 0.54 24 x 6 DMR246 322 28.00 SPR246 284 36.00 LPR246 320 33.50 PPR246 283 41-50 0.61 0.36 24 x 8 DMR248 318 25.00 SPR248 282 33.00 LPR248 316 30.50 PPR248 281 38.50 0.61 0.38 24 x 10 DMR24:-0 312 22.00 SPR2410 276 30.00 LPR2410 310 27.50 PPR2410 274 35.50 0.61 0.40 24 x 12 DMR24L2 305 16.00 SPR2412 275 21.50 LPR2412 290 21.00 PPR2412 240 22.50 0.61 0.42 24 x 14 DMR24_4 310 14.00 SPR2414 310 22.00 LPR2414 315 21.90 PPR2414 295 25.00 0.61 0.47 24 x 16 DMR24_6 320 12.00 SPR2416 285 17.50 LPR2416 285 17.50 PPR2416 285 23.00 0.61 0.50 24 x 18 DMR24_8 308 10.00 SPR2418 300 18.00 LPR2418 310 18.00 PPR2418 290 21.00 0.61 0.54 24 x 20 DMR2420 300 7.00 SPR2420 270 13.50 LPR2420 275 13.50 PPR2420 240 14.00 0.61 0.57 30 x 16 DMR3-A6 633 30.00 SPR3016 565 39.00 LPR3016 623 39.00 PPR3016 555 48.00 0.66 0.50 30 x 18 DMR3.018 658 28.00 SPR3018 590 37.00 LPR3018 635 37.00 PPR3018 567 46.00 0.66 0.54 30 x 20 DM133020 628 24.00 SPR3020 560 33.00 LPR3020 603 33.00 PPR3020 535 42.00 0.60 0.57 30x24 DMR3024 478 10.00 SPR3024 495 24.50 LPR3024 526 2450 PPR3024 458 33.50 0.66 0.61 36 x 20 DMR3323 975 36.00 SPR3620 874 45.00 LPR3620 950 45.00 PPR3620 849 54.00 0.74 0.57 36 x 24 DMR3324 770 19.00 SPR3624 746 33.00 LPR3624 810 33.00 PPR3624 709 42.00 0.74 0.61 36 x 30 DMR3330 650 15.50 SPR3630 725 24.50 LPR3630 758 24.50 PPR3630 657 33.50 0.74 0.66 42 x 24 DMRL224 1356 40.00 SPR4224 1204 49.00 LPR4224 1319 49.00 PPR4224 1167 58.00 0.82 0.61 42 x 30 DMRL230 1083 20.00 SPR4230 931 29.00 LPR4230 1015 29.00 PPR4230 863 38.00 0.82 0.66 42 x 36 DMRL236 1114 15.50 SPR4236 962 24.50 LPR4236 1013 24.50 PPR4236 861 33.50 0.82 0.74 48 x 30 DMRL330 1779 40.00 SPR4830 1594 49.00 LPR4830 1711 49.00 PPR4830 1526 58.00 0.90 0.66 48 x 36 DMR1336 1641 28.00 SPR4836 1456 37.00 LPR4836 1540 37.00 PPR4836 1355 46.00 0.90 0.74 48 x 42 DMR! 342 1 1426 1 15.50 ISPR4842 1 1241 124.50 ILPR4842 1 1274 1 24.50 1 PPR4842 1 1089 133.50 10.90 10.82 ©2007 Sigma Corporation, All Rights Reserved www.sigmaco.com Weights in Pounds, Less Accessories/ Dimensions in inches @SIGMA Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings Tees: MJ x Swivel (Hydrant Tees) Size Item No. H S T T1 Wt 6 x 6 DMH66 5.00 10.00 0.36 0.36 77 8 x 6 DMH86 5.00 11.00 0.38 0.36 89 8 x 8 DM H88 6.50 11.00 0.38 0.38 116 10 x 6 DMH106 5.00 12.50 0.40 0.36 113 10 x 8 DMH108 6.50 12.50 0.40 0.38 129 12 x 6 DMH126 5.00 13.50 0.42 0.36 128 12 x 8 DMH128 6.50 13.50 0.42 0.38 149 14 x 6 DMH146 6.50 15.00 0.47 0.36 211 16 x 6 DMH166 6.50 16.00 0.50 0.36 248 16 x 8 DMH168 7.50 16.00 0.50 0.38 298 18 x 6 DMH186 6.50 17.00 0.54 0.36 300 20 x 6 DMH2O6 6.50 18.50 0.57 0.36 358 20 x 8 DMH2O8 8.00 18.50 0.57 0.38 382 24 x 6 DMH246 7.00 19.00 0.61 0.36 458 24 x 8 IDMH248 18.00 119.00 10.61 10.38 1477 Swivel Gland Size Item No. Wt. 4 HR4 8 6 HR6 18 8 HR8 15 10 HR10 18 12 1 HR12 24 Swivel x Solid 90 Degree Bend Size Item No. A B T Wt 6 SSB690 10.50 16.00 .36 152 8 SSB890 12.50 18.00 120.00 .38 74 10 SSB1090 13.00 .40 102 Swivel x Solid Adapter Size Item No. L T Wt 4 SSA413 13.00 0.34 29 6 SSA613 13.00 0.36 47 6 SSA618 18.00 0.36 58 6 SSA624 24.00 0.36 69 6 SSA630 30.00 0.36 66 6 SSA636 36.00 0.36 75 6 SSA648 48.00 0.36 94 6 SSA660 60.00 0.36 112 6 SSA672 72.00 0.36 131 8 SSA813 13.00 0.38 52 10 SSA1013 13.00 0.40 69 12 SSA1213 13.00 0.42 87 Dual Cutting -In Sleeves Size Item No. Wt T T1 A L 3 DCL3 34 0.34 0.36 3.96 20 4 DCL4 50 0.35 0.37 4.80 20 6 DCL6 62 0.37 0.39 6.90 20 8 DCLB 90 0.39 0.41 9.05 20 10 DCL10 105 0.41 0.43 11.10 20 12 1 DCL12 1 128 10.43 10.45 113.20 120 ... ....... }.......... s s�: D H # E i fAJ x SWIVEL TEE H 4� SSB ©2007 Sigma Corporation, All Rights Reserved 8 www.sigmaco.com SIGMA Weights in Pounds, Less Accessories/Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings i.. ------------------- E3 DML -------------- �e r� �............................ __...: oaaaaeea�n.. DL Offsets MJ x MJ Item No. wt D L L1 T MJ x PE wt Size Item No. 3 x 6 DM036 30 6.00 9.00 14.50 0.33 DMQ36 29 3 x 12 DM0312 40 12.00 15.00 20.50 0.33 DMQ312 39 3 x 18 DM0318 49 18.00 21.00 26.50 0.33 DMQ318 48 3 x 24 DM0324 55 24.00 27.00 32.50 0.33 DMQ324 53 4 x 6 DM046 45 6.00 10.00 15.50 0.34 DMQ46 44 4 x 12 DM0412 55 12.00 16.00 21.50 0.34 DMQ412 54 4 x 18 DM0418 65 18.00 22.00 27.50 0.34 DMQ418 63 4 x 24 DM0424 75 24.00 28.00 33.50 0.34 DMQ424 72 6 x 6 DM066 41 6.00 12.00 17.50 0.36 DMQ66 54 6 x 12 DM0612 65 12.00 18.00 23.50 0.36 DMQ612 64 6 x 18 DM0618 75 18.00 24.00 29.50 0.36 DMQ618 72 6 x 24 DM0624 85 24.00 30.00 35.50 0.36 DMQ624 82 8 x 6 OM086 84 6.00 13.00 18.50 0.38 DMQ86 78 8 x 12 DM0812 90 12.00 19.00 24.50 0.38 DMQ812 88 8 x 18 DM0818 100 18.00 25.00 30.50 0.38 DMQ818 96 10 x 6 DMO106 105 6.00 15.00 20.50 0.40 DMQ106 102 10 x 12 DMO1012 135 12.00 21.00 26.50 0.40 DMQ1012 132 10 x 18 DMO1018 165 18.00 27.00 32.50 0.40 DMQ1018 160 12 x 6 DMO126 124 6.00 17.00 22.50 0.42 DMQ126 112 12 x 12 DMO1212 153 12.00 23.00 28.50 0.42 DMQ1212 146 12 x 18 DMO1218 190 18.00 29.00 34.50 0.42 DMQ1218 184 12 x 24 DMO1224 202 24.00 35.00 40.50 0.42 DMQ1224 194 12 x 30 1 DMO1230 1 213 130.00 141.00 146.50 10.42 1 DM 1230 1205 Sleeves Size Item No. Wt. L Item No. wt. L1 T 3 DMS3 13 7.50 DML3 18 12.00 0.33 4 DMS4 17 7.50 DML4 20 12.00 0.34 6 DMS6 28 7.50 DML6 33 12.00 0.36 8 DMS8 38 7.50 DML8 46 12.00 0.38 10 DMS10 49 7.50 DML10 62 12.00 0.40 12 DMS12 56 7.50 DML12 76 12.00 0.42 14 DMS14 111 9.50 DML14 140 15.00 0.47 16 DMS16 123 9.50 DML16 170 15.00 0.50 18 DMS18 160 9.00 DML18 200 15.00 0.54 20 DMS20 195 9.00 DML20 255 15.00 0.57 24 DMS24 255 9.00 DML24 335 15.00 0.61 30 DMS30 500 15.00 DML30 640 24.00 0.66 36 DML36 925 24.00 0.74 42 DML42 1150 24.00 0.82 48 1 1 1 DML48 11435 24.00 0.90 Dual Purpose Sleeves Item No. L1 T Wt. DDL3 23 12 0.33 DDL4 32 12 0.34 DDL6 50 12 0.36 DDL8 65 12 0.38 DDL10 89 12 0.40 DDL12 104 12 0.42 9 ©2007 Sigma Corporation, All Rights Reserved www.sigmaco.com Weights in Pounds, Less Accessories/ Dimensions in inches @SIGMA Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings MJ Glands Size Item No. Wt. 2 DG2 2 3 DG3 4 4 DG4 5 6 DG6 6 8 DG8 7 10 DG10 10 12 DG12 15 14 DG 14 23 16 DG 16 28 18 DG18 30 20 DG20 43 24 DG24 50 30 DG30 85 36 DG36 115 42 DG42 180 48 DG48 275 Mechanical Joint Accessories MG T AMEMM �!', MJ Gaskets Size Item No. Wt. Item No. Wt. 2 MG2 3 MG3 0.25 TG3 0.50 4 MG4 0.30 TG4 0.60 6 MG6 0.50 TG6 0.75 8 MG8 0.75 TG8 1.10 10 MG10 0.80 TG10 1.30 12 MG12 1.00 TG12 1.65 14 MG14 1.30 16 MG16 1.45 18 MG18 L60 20 MG20 1-90 24 MG24 2.10 30 MG30 2.30 36 MG36 2.75 42 MG42 3.20 48 MG48 3.65 Low Alloy, Corrosion Resistant Steel T Head Bolts Standard Bolts Anti -Rotation Bolts Size in. Item No. Wt Ib. 3 MGP3 3 4 MGP4 4 6 MGP6 6 8 MGP8 7 10 MGP10 8 12 1 MGP12 19 Size in. Item No. Wt Ib. 3 MGP3 3 4 MGP4 4 6 MGP6 6 8 MGP8 7 10 MGP10 8 12 MGP12 9 MJ Retainer Glands Pipe Size Item No. Wt. IRON PIPE O.D(psi) Rating Qty Size Torque ft-Ibs 3 RMG3 5 3.96 350 4 5/8 X 2 85 4 RMG4 7 4.80 350 4 5/8 X 2 85 6 RMG6 12 6.90 350 6 5/8 X 2 85 8 RMG8 16 9.05 250 9 5/8 X 2 85 10 RMG10 22 11.10 250 16 5/8 X 2 85 12 RMG12 28 13.20 250 16 5/8 X 2 85 14 RMG14 45 15.30 250 20 5/8 X 2 85 16 RMG16 52 17.40 250 24 5/8 X 2 85 18 RMG18 62 19.50 200 24 5/8 X 2 85 20 RMG20 75 21.60 200 28 3/4 X 110 24 RMG24 97 25.80 200 32 3 3/4 X 110 30 RMG30 196 32.00 100 40 3 3/4 X 3 110 36 RMG36 246 38.30 100 48 3/4 X 2-1/2 110 42 RMG42 302 44.50 100 56 3/4 X 2-1/2 110 48 RMG48 380 50.80 100 164 3 4 X 2 2 1110 Gasket/Bolt Packs Size in. Item No. Wt Ib. 3 MGP3 3 4 MGP4 4 6 MGP6 6 8 MGP8 7 10 MGP10 8 12 1 MGP12 19 MJ Gland Packs Size (in.) Item No. Wt (Ib.) 2 DGP2 6 3 DGP3 7 4 DGP4 8 6 DGP6 12 8 DGP8 15 10 DGP10 20 12 DGP12 25 14 DGP14 37 16 DGP16 43 18 DGP18 47 20 DGP20 61 24 DGP24 72 Includes: Gland, MJ Gasket, and Standard Tee Bolts & Nuts RMG Retainer Packs Size Item No. Wt. 3 RGP3 9 4 RGP4 10 6 RGP6 15 8 RGP8 19 10 RGP10 25 12 1 RGP12 132 02007 Sigma Corporation, All Rights Reserved 10 CMJ/4-37 The Total SIGMA Line Card Mechanical Joint Fittings* • Compact, DI, 2"-48" (AWWA C153) • Full Body, DI, 3"-48" (AWWA C110) (Push -On Fittings* • Compact DI, 4"-24" (AWWA C153), TYTON® Joint • Full Body, Cl/DI, 4"-24" (AWWA C110) Flanged Fittings • DI Fittings 2" - 54" (AWWA C110) • Cl Fittings 3" - 12" (AWWA C110) *Sizes 3-24.Available with AWWA C116 Fusion Bonded Epoxy II Fittirgs Products sizes 4-48" available with PROTECTO 4018 Ceramic Epoxy L ning for wastewater applications Mechanical Joint Accessories • Gland Packs • T Bolts & nuts • Valve Packs • BLUE T Bolts & Nuts • Bolt Packs Retainer Glands with Set Screws 3" - 48" Flange Adapters (ZIP FLANGE®): 4" - 48" OMNI-SLEEVErm (all -in -one patented wall sleeve) Threaded Flanges & Flange Adapters 0 3" - 54" (for DI Pipe Fabrication) o Drilled and Tapped Flanges 0 250 lb Drilled Flanges o Anchor Flanges o MJ Bell Adapters - Threaded Bell + PE Adapter Municipal Construction Castings • Valve Boxes & Service Boxes, risers and extensions • Service Boxes & Curb Boxes • Meter Boxes & Lids • Manhole Covers, Grates, & Frames, Risers Rings • Ornamental & Architectural Castings www.sigmaco.com PV-LOKTm (Serration Type Restraints) PVM Series: Pipe to MJ Bells • 4" - 48" Restraints for PVC Pipe with DI Pipe OD • 2" - 12" Restraints for PVC Pipe with Steel Pipe OD PVP* Series: Spigot PVC Pipe to PVC Pipe Bells • 4" - 48" Restraints for PVC with DI Pipe OD • 2" - 12" Restraints for PVC Pipe with Steel Pipe OD PVPF Series: Pipe to PVC Pressure Fittings • 4" - 48" Restraints for PVC Pipe with DI Pipe OD • 4" - 8" Restraints for PVC with Steel Pipe OD *Also for use with DI pipe in 4" - 16" range OIVE-LOT''`"'(Wedge-ActionTypeRestraints) LD Series: DI Pipe to MJ Bells • 3" - 48" Restraints for DI Pipe • 4" - 12" 20" Available for Large Size CI Pipe OD (SLDM) • 4" - 12" Split Restraints (SSLD) • 4" - 24" Harness Restraint for DI pipe joints (SLDH) SLC Series: PVC Pipe to MJ Bells • 4" - 36" Restraints for PVC Pipe with DI Pipe OD • 4" - 12" Restraints for PVC Pipe with Steel Pipe OD *3" - 24" restraints are available in loose or packaged with MJ gasket land T-head bolts & nuts. 30" - 48" available as a package only. Extended Products Tie -Rod Accessories • Flange Accessory Kits Duc lugs • Pipe Lubricant Threaded Rods • Hydraulic Cement Eye Bolts • Tracer Wire Pipe Hangers and Clamps • Detectable Tape www.sigmaco.com Crearn Ridge, NJ Houston, TX Alexander City, AL Ontario, CA Sauk Village, IL (8001-999-2550 (800)-999-0109 (800)-824-4513 (800)-688-6230 (888)-999-0420 crm-sales@sigmaco.com htn-sales@sigmaco.com rps-sales@sigmaco.com ont-sales@sigmaco.com chi-sales@sigmaco.com New York Texas Florida California Illinois New Jersey Louisiana Alabama Arizona Indiana Maryland Arkansas Georgia Colorado Wisconsin Delawa,e Missouri North Carolina Alaska, Hawaii Michigan Virginia Kansas South Carolina Idaho, Utah Minnesota New England New Mexico Tennessee Nevada North Dakota Eastern Canada Nebraska Mlssissippi Washington South Dakota Pennsylvania Oklahoma Oregon, Wyoming Ohio Iowa Montana Kentucky Puerto Rico Western Canada West Virgin ............. .......................................................................................................................................................................................................................................................... @2007 Sigma Corporation, All Rights Reserved (DSIGMA OSce jVe^ 4t W7 our FITTING Choice! Flan marl cifmim dm 4* w w Ductile Iron & Cast Iron '4s,it vee .. .... .. ..... .......... .......... ...... ..... ...... ..... ..... ..... ... ..... ..... ..... ..... www,sigmaco.com 4FM® FLANGED FITTINGS CAST IRON/DUCTILE IRON (",f) S I G M A 2" a 54" CAST IRONIDUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS RwrERIAL: Gast Iron: A-S*:' `: A43, Grade 25B i2" - 14"111 Grade 30B {16" _ 54") Ductile iron AS'I'M. A536 PRESSURE—: 250 PSI 'Afater 'Working Pressure far ;,ast R)n sizes 2' - 12" 2 0 PSI Water Working t'ress:.re fort' uctile Iran sizes 2" - 48" , 1t±;Z PSI ater Vorklnrt PfP B:Ffe?+^.' i::jet; le iron sizes 54" 64" 151,0 Fey! Water Working Pressure for Cast lion sizes 14' 4" IE5 t'iNG: In :accur-dance with ANSI 1 NOMA C113 ! A21.10 �`o ;�I��. :aapli;;able. 0;her' ito-.-nEs are in $cm)rdaw-ce with rrlamAlacturer's starldarxis. 1..?:NGTH: In accordance withANSI A21.10 where appli a—bie. Other itsms are in a,nmrdarm;e with manufa;;tt,rcf's standards. GEIt'1EN L:iV:NG: Ir: acco—yJance't wi'h ANSI 1 A. v'VAC ,141A21.4 COATING: Tar coated 'uitu:..'Mc s) inside and out In accordance with. ANSI 1 AVA'JA G! 041 A2.1.4 Red F'rir per Outside For special conditions, other types of coatings and finings are available, Please specify' whe`l ardering APPROVALS: :2"-.l6' t d(.--tevrk::,S Laboratories list:sc: and ; ..s;tot`; MIA-Lial Apprt.;ved. S7ANDARDS : ANSI I A1AVVIA w1101A21.10 here at:alicabie. Other €terns are in accC dance w::'h rn-anufacturer's standards. vav l �vs �P,*.f f Cbj*1,qrr41C)v%s (D-SIGMA FLANGED FITTINGS CAST tRi7FlIDCTfLE IFtf3N INDEX n FLANGED FITTING l✓ENCB 3'• veg Bends- .............................. ........ ................ 45 Dag Bel-n-Gs...............................................................2 22 V?. Deg Bends..........................................................2 1 i 14S Ci �ii�J: ia:s.....................................................2. 90 Jig Reducing Bends ...............................................3 peg La!;g Radius Ben-Is..........................................3 90 -Dag ;r ese Bends ......................................................: 1:i -ND Pl.ANG • Solid and i'anp-OCE I.. ..... .... I............ 10 C:Rf.`.:ar.>ES size-on-:;izacrl:meq.................................................. Redud'ng.'Crosses .......................... +; Fi-KREEG lira€;3ht Flare .iria..................................................1 i 90 E g Flare Sxwds ............................................I.......11 +0 arc; Flares :?ends. Long Rad .............................11 REDUCERS Conner.-ric Reducers .................................................... c :ea1ric;Reduc:rs..................................................... TEES Siz 011-S:z8 i eft..........................................................4 Reducing "ees.............................................................. BassTees ......................................................................7 Tess reducing on the run ........................ tiiulltis?ce:, ;Oes................ ... ........ .................. ............. -.4 45 :)qg size -or. -Size u8leraai le"iyes................................?: 45 Deg Reduc ng L,stem':'vVyes....................................?? TruevYes...................................................................E Boss and Tan Locations ............................................ 2 oulle FLANGE DETAILS Size ............ 01) ........................ i3s , .......................... } ................. Hole €?i^^: .................... Bolt Size i No. F4.0 tti ..........;........................ 2 6.00 4.75 0.62 9.r5 5r8x21.2 e 3 7.50 J.00 0 .7 95 0.75 5,8 x 2 112 F 9.00 T50 0.9< 9.75 5.8X3 0 5 19.GEi 8.50 9.94 0.83 314 x 3 $ 8 11.00 9.50 1.00 0.88 3/4 x ,. 112 8 8 13.5t3 11.75 1.12 0.88 3,4 x 3 112 8 } 16-C-0� 14.25 1.19 1.00 718 x 4 12 .€2 17.00 1.25 1.00 718 x 4 2 1:4 21.00 18.75 1.38 1.12 1 x 4 1.12 12 16 23.50 21.25 1.44 1.12 1 x 4 112 1S 8 25 00 22.'' i 1.56 1.25 1 11h x 5 1 ii %t} 2 tv. SO 2;' , GO 1.69, 1 c 5 1 1 8 .x 5 20 24 :3.2 010 29.50 188 1.37 1 1?4 x: 5 1:'2 2t} 36 46 010 42. , 5 2.38 1.62. 1 1 %? x I :32 -12 53.00 49 50 2.62 1.62 1 V2 x :` 11?. 1 36 48 59. 0 56.00 2.75 1.$1, 1 V2. x 8 4,4 54 66.25 62..75 3.00 2.00 1 3 4 x 8 .112 41-41 FLANGED FITTINGS CAST IROWDUCTILE IRON A/ ----------- BENDS, 1/4 (90 DEG) AS. . !-j 0ite-;rnffl � i A R ; DUCT -;P T MI.E. ZON VC. 2 16 4.5-00 3,1130 0.31:1 25 5''0 4. -00 8 4 46 6. fiv; 4.60 1). S 2 ".52i 0 P B.% 0 65 C-869-3 8.00 6.00 0. lo5 -1.00 "'.6ol cNi:p'890 165 cFv1-.'.W 11,01, 0 :68 DF V'I 0'W 12 236 B 1 2D 0 12. 00 -10.00 0.75 6 12XJ 14 290; 14.00 11.50 11.66 F B 1 -.10/0 16 1 fji. 0 P, j :-!. 5 C) '14 450 16.60 14.00 8 1SX) 2.0 68,,; •"$.SO v 801 2A 9013 22.0C .,1 8. 5 o "v"J; . - ' E 24- "Ki 30 14*3* 1 25.0-3 21,50 1.031 - 0.5-. 131-31093 42 3055 'moo; 27.'s0 ::Si'. 4,11 4095 34-0-0 30.50 1.42:: QF'84fM .14 37,40 1 39.00 34.50 1 0.90 1 r 11- r-:-54 E X BENDS. 1116 (22 V2 DEG) s s izfi sit. CAST A R I ." jK ... . ...... ........ . ... ... ............. .......... ..... 2 12 2.50 6.041 10. 3 1 D-F-132222 3 20 :1 3.00 -!.56:: 0, 48 DR3322, 4 4f) 4 00 1O.W*' 0.52 D P S 4 22 5 45 4.60' 1 0-116 0.52 D R31,22 6 _-5 5.00 15-06 0.55 DF13622 "'.6o 10 31 6.60 22.62i J 68 PFP -1022 14. 225 7.60 25.121 0' - W OFF31422 16 2e.5 8.00 27,621 -3.70 r-1:701622 18 335 F.it? 3 0. -!j:: 35 4, 9.6f) '�;, 'j. 19: Q 8-0 DFP2022 24 .00 uml 30 1135 15.00 4-03 DFB3022 36 90 18.00 72.88:: 1,15 CIF, f.; 13 2 2 42 2665 2" 0-0 MW 1•.28 -,%uBQ2.'2 48 ';665 24.00 10 3. 1.421 DF-1314822 'om;u W in -mv", � I T.-Wen-.6rks of SN"i-VIA Comomfkln SIGMA BENDS, 1,18 (45 DEG) W;" -Air IF ON A R C T I L E-* IRO No. No. i ........... .......... •. ......................... ........... ................................. 2 2.50 2.41 D F B 3 2 4!5 3 2'0 3 . 0 () .3 67 .481 UFF-145 4 40 C: 6446 4.fj0 4.81 .521: DF8,446 5 15 4.50 6.04:i .52 E DF6545 55 C ti645 r0 725: .15.5 DF8645 - 90 CB ni145 6.50 8.44 W: D F B ,4 5 I 130 CRI1 iA5 660 VJ' &l. AM Dlt.W; 12 19', C:- ki 1245 7-50 13.2-5: .75 '1 D F 8 1246 14 Z-30 7.50 '12.06 EA E) F 8 1. 4 A -- 16 280 i'.�,10 -7 13.215 DFR-16411 32.6 8.5o 14. 9111 0 F 8 11 8-A 6 20 430 16-8.3 .80: D3=MA5 2,1 630 11k0 -12445 18.12: 691 DF- 30 lo u 16.00 0 27. 7 5 1 0 31 D F16.3(0. c, DF83(Af; 42 30 f 21. jo 51 23i DF84246 422-. 48 3580 24.00 9. &,- 1 42- 1 DFB48-455 21 Q .' 5 0 42- 3 2 i 0, fX) DFE-5445 BENDS, 1,132 (11 1 A DEG) -AST RON MUCT ILE I S;?.e IN'. Item No A R No. ..... 2 ............. .... ......... ................... DFB211 3 20 3.00 ".5-25: 0.48! DF8311 4 40 4.0-0 .20.31 0.52:! DFE-4 11 5 46 4.50 22...a5 V. UV; I fi 55 5.-oo 3").so- o.-'s - Dr-f--,-sol' 8 96 550 t -35.50: 0.60' DFEBA, 11 13Si 6.50 45 it -0.68! DF,81011 .50 65.81 0.75 DF51211 14 2 26 T50 50 15 01. W DF61411 Fl* 285 8.-' DO 55.01 0.70 DFB 18 335 8.50 -65.0. 1) 4 0. 7'.S DFF-1811 20 435 6.w 71.06E ).80 DF82011 24 fA5 I I :30 76.12 1 0.89 Dr-62411 30 1 1,55.00 116.7511.03.' Df-B3011 36 1 el 05 18.0C) 14 72 5 15 i DR63611 4.> 2 1.-00 -1717.69- -.4. I-) 46 369"- 24.00 2-i8.121: 12,42! DF:64611 ;I! q:v and duc&hin. f;tflncs ;ii;e ;11 With Stanem;;J5 in &AWAAANS; (". 't) are drilled and h-.-ce.d i!s --a-coordarifem!h. ANSI S16A CIASS 125 FLANGED FITTINGS CAST IRON/DUCTILE IRON LONG RADIUS BENDS Size i 'VIA. CAST 8 R T IRON N IRC Item N'). 30 7-75 6.25 CIAS 4 150 80 8 140 14.00'2. 0 -0 .0 215 16-50 14.50; 12 325 D, i E. 12 fy" 14 11816 90 0.66 F L. 14E) 01 16 fXJ5 24.00 21.50 0.70 1-1690, e. 636 26,50 24.0-3 ('35 r. F-1 2. G 9 0' -------- 24 124C, .3400, 3 0. IS 0 T 4 1 .5, ;,6 nf15 4L.a0 46.50 1.1s :".--L3,690 42 4865 M.. --10 53.30 1.28 L4290 ........... 1 M.00 48 L I sio 1.42 D.R.'489.0 ........ ........ I .................... ......... , ................ .... ...... REDUCING BENDS, 90 DEG CA&T DUCTILE ................ ........... ................................ .......... .. ........... ......... .......................... IRON CAST I R ON :Po-.'q Size Wt. Item No. A R f. Item No. Si7 n No. 24.x 6 41M, noo 1 a.s .29 sM: m N. I. A T "f ................ ................ ..... . .... .................. ........................ ........... ....... 3 x 22-, 5.60 4.0 , .4--, .31 DF-:-c*f,2 .4 x f; -,r06 22 - VA) '18 6 .89 -60 E DR,1248 4,3 2? 6.601 4 5 .62 48 1.)-- SW, 24x 10 LA5 22 Q00 18.5 M .66: DF8241f, f, x 3 S' 6 8. -0 0 6. -0 .55 .48 Du 24 Y. 12 575 22".00 18.5 .89 .751 DFB2,112 FX) 3 6 Y. 4 5 16 6. ", o 6-o ss L)� 24x 14 636 2 2. 0 FWA R-5 .89 zz6:: 1.) FEB; > 4 14 6X5 65 8.00: 60 .55 -52 0=1365 24.N 16 645 22 "X) ia.s .89 .7(j:: D F E. b-1 16 9 01 0 24 x -f3 C,-"r) 22.04): 1 1; 5 X1 .-I%f,: DR3324 18 . 7.0, .60 .52 173v' 8 x do 9.."() E fio L"':%'. 24 x 20 ?40 Q' 0 18.5 .69 .801 DF-93242,' DF5,31,012 f, x .60 .55 C.: W. 6 30 x 12 (340 25.03j: 21.c�-% 1.03- .7,-, 14 0 25 .' V-0: 21 .50 , 03 6, 6 M,333f, -4 -'0 10 N. 4 130 11 .04-d S-0 .68 .52 D F B 1 -04 30 x 10 x f, 136 Ito: Fs o f-a 55 E) x it, .70: r)FE13111f, 30 .10 x 8 8 .60 r) B 1 -0 8" x 16 980 25.0u: 21.5o 1.03:: .7. o f: L� 18 x 4 140 12.0,01100.0 35 2 Df 24 '0 x 20 070 21.50 1.03 1 .80:: DF133-320 .2 7 - " 12 x 6 160 2. -v o "i ','5 .55 C-LS 126 30,24 2011.) 26.fk: 2-1 1.1)3: .8DFB31024 28-00. 24.fZl 1 15 6: DF83612 .2.N 8 1010 12.06 .7i.i .5;,, C)i:B I '.�a 36 x 2 1195 `16x ; �: .4 5 2f. oo "�a - 6;" 1.15 66i 200 a .-Is 4'�e rx-sl 210 .14 x -144 ll.s 36 x 16 125-5. 24..c,% 1-15:: DF-B-3-C-16 : 66 .55 VX7 B 146 216. U.-00 1.� 36 x -8 28.C-0:24.50 I. 15 .75 DF8,3FA8 '4 Y. 6 :.5 CI.6j z") oF:B146 28.vo: 24 Z�,' 1.V;: .80: U) F �, 3 62 36 x 20 11"M IC001 11.5 QP 4 x 1. 0 2--W 66 M 0. E1410 'Wx 12 2 4. )0 .66 JS Di�131412 36 x 24 1; 1520 28.00: 24.50 1.16:: .8,l) E L)f:B3W24 316 x 36 '7P,5 2 8. 01 0 21.50 l15 1,003 DrF)3&3* 220 .70 616 DF131W 16 x 8 Zao -&"o: 12.5 .70 Ml C::E1ticE 42.x. 12 1655 5 27 50 1.28 .7 5 E D F R. -! 2 12 -:6 r iG 2310 15. A, 12.5 .70 42 x 14 675 .100: 27-1;0 1 28 k56 OF-64214 68 D TB I C% 101 42 x if; 715:?1.; ; o 1.�f; .!o: 16 Y. V 310 5 .70 75 DF-131612 42Y. 16 H75,55 27.50 1.28 5, DF-B-4-213 f,x 14 .2.5 -70 J% Dup, 1614 47 .80: DF,842/h' 8)r. 6 260 16 .60 14�0, .56 DF-1311 66 18 x 3 Mo 14.0 .75 .60 DF6188 42 X 24 lt)W 2! Z�,' 1.28 •.-R9 DF84224 I )c !0 330 16.5c, u.-o' V) r P, I 'Q i o' 4� x 30 12,1416 2.8 -1 J03 '0 lo: - -50 '140 1: 35 -, 6 DFB 18 -1 48 Y. 12 1217355. 34. W. SO 1.42: .75- D�*B-4.6*1 2 18 x `2 3160 CUR) 42 x 36 33f- 31.0 :2! , 1.28:1.15 U-54,123f 16 x 14 'M 14.43 .75 .66 D: E 18 14 16.50. 14.0a 7, -5 .70 48 x 14 :21,'5 34.00; .66 1.):: �' P, 14 - �:r 16 42-3 DT-BI616 48 x 16 5 "R, 1.42 .70 D'u 5-A 1� I f, 2.0 x F, 3.2c. 18. 0. 0 .60 6 6 D �: . 30,.' 7, A 2OX8 U!, 8. .11, 0 5 •J, 48 x 16 2 2 76 a4.-,.x 5-i 1.42: . 6 DF-3af, L ,6 x 20 123-4-0 34,00110.50, 1.412 .80 D':764320 21' x 10 "15 :6.00i 15.5 .80 . 6 8 DW132".1ill i 20x '2 Al 5 ia'00: 15.5 .80 .75 D: :'E 2 D 12 4P.x '24 3240 1.42 -119, DF,54824 20 x.144 4!;5 16-5 .80 .66 DPB21014 I "at x w ao 3O.S01 Ti M.fl .6 I A F 2 0 16 x 36.3150 DF-84,kif, 34. B464.2 4-8 Y. A2 14 63,55, -04) 130 - SO 1.42 128 1 DFE ......................................... ..................................... I..: ...... I ........................ 2"; x 18 S 2 Umra---sicns ;.I) inches a;ils5is it duct it ircr:. 'a:P.Mt; in nOW-10 . ?&nL:f-3dUM'd:n accordanw Tnotdonnwxs of Sim MACnffxmatio:* are and w:..,; MIS) 31-3.1 :AASS 12A FLANGED FITTINGS CAST IRON/DUCTILE IRON LA j TEES & CROSSES ................................................................................................................................................................................................... TEES CROSSES CAST U): TILE :AST DuCTIL IRON IRON i 1RC+tV IRC+PI SI'i8 :9fr eU. l:Qf4 o14 :o( ..!: . :..j 3 %FT33 40 5.5a s.sa a.a P. DFC33 sa 4 C.:F " t;F?ir4 65 ., ;;,: 6.-50 52 DFC-44 80 6 85 7.50 7.5a 0.52 fJ"G59; 1CiPi 6 CFT&S ut 1-66 1 9" 8.00 8.110 a..� DF+",66 120 g Cr'T88 ;✓F I Be- 155 9.00 9.00 0.63 CFC38 DF088 196 1t? CFT1010 MFrT1010 270 11.00 1100 0.80 DFC1010 3311; '12 CFT1212 1-1F'E'1212 K35 12.011; 12.1110 :?.87 OKI-212 11?FC1 212 4:11) 1$ DF•T W4 ':5 14.00 14?40 Ci.66 DFC1414 :i iJ-' ti 16 U. T161a 550 15.00 1-5.00 0.70 DFC1616 655 ir3 DIM818 665 1a.50 16.50 0.75 DF•C1818 795 '.a DFT"a2,; 855 18.0%; 18.00 0.F0 DFC202:: <a'r5 24 01F:'24I.$ 330 22.UG 2.;;i? 1.8ef E?'rC2$^ri e7?0 2150 2F.JG 2�J DG,C�J 25,10 36 T363E•It 3160 28.00 28.00 i.17 C+F C362.6 362a 42 t:�9424'' 447a 3'?.ik? 31.Oi? '.20 :;FC="'2#2 'a?t5 48 r)1`-'i 4848 6900 34.00 34.00 6570 �A; . r-5454 6025 39.00 s +.Ga 4xJ REDUCING `FEES CAST S;Zc JS' . ,R{ON I 1 _ T r1 1RO4. 6 x 4 x k 8; 1 4.w f3."A? .5,si .52 DR I-64 4 E 6 x $ x fi 9~i i 3.tKJ $.Ca 52 Dfc"f646 i 8 x 6 x k 125 i 9.0a 9.o' Fxk 55 D#<T864 8 x 6 x 6 ai 9.CKl 9.00 .60 .55 DR'I-866 8 x 6 x 8 US 9.00 9.00 60 .65 DRT868 BULLHEAD TEES SiZa Yek. IRON :i i ''"': beit;N ...0...T 4 x 4 r. 6 _ & K? 1 9.00J ._ 62 . .55 DB-I"446 6 x t. x 8 1.4t: ;?.o:t ; 9 o,i I ai 60 1381668 8 x 8 x 10 260 ^1.aa I 11.OJ, I Co .67 D#3 T 810 `:lox lox 12: 3-55 12 00 E 12.000 i .60 .87 DOTi012 Ava;lablc ;n pay Iasi ircn anti dUC:l:d irtn- Maruf3ctured ir. 3ccordara_ wRh:dMWNANSi C11ahA21. 10. dime sicr._ ;n :rchos s' f• 3i^gsm;n ac7;anx With rfareesaarte in ud yb'eightc in Mmx ** i7rrsral n::i t:r:r.: ofAV by !A?sSl C1"ulA21-10 ' T:a:do-iarys of S:GMA Ctvoor floe Fl :r:ges are drilled and f3ccd in accercartw ;v# ANSI B16.1 CLASS 12:: FLANGED FITTINGS CAST IRONIDUCTILE IRON REDUCING .REDUCING.. ..T....E....E..S ..CAST....... ......... ........... .......T ......... .D...u...c...T...H.. E. 1 R Drd 8;7s W'. !or H T Tj Kem No. .............. ............ 3 x2 ..................... ........... ............ 35 1: 5.501 6.50 ............ ........... .48 i ...................... 31 DFT32 4 x 2 f.io _j2 q1 r)PT4, .4. 6.50E 6.,Y) .52 .31 'DIFT42-5 4 x 3 60 6.501 6.50 .52 48 [)F7T.4 3 8.ocd 8.ocl ..55 .-,1 1 ur T 6 2 x i.of):: 8A) .55 48 1: OF 115, b x A f:K) GF-1-64 .3. CKI: 8.r Kj vi5 SZ D,-.: T4 8X4 '40 CF-184 i ",.00: -1.00 fj", E .52 k) '44 6 x i3 145. C F-1116 j.00 9.00 -60 .55 DFTaf. 10--4 20,51 11A, .66 1: 552 t DFTI04 4() x si 215: 00 11.00 Aa OFT-110c, Ux S i 22,5 .(X): "IM 68 .60 OFTIM' I )c 4 2:fj i 12.(Xjj 12. (Xj .75 E .5,21 = EX.7'124 12 x 6 295 1 C-FT4,26 E 12.00: 12.00 .75 .55 DIFT 126 12.r,8 310 • C FIE' 128 12.CKII 12. (X) 76 60 i3FT 128 12 36f) i 12.(-K)l 12A) A;, i X) F * 1 2. 1 14 x 6 3.".. 14.001 14.00 .6e, .55 1.4 x 8 E 3UU i 14.(Kfgg 14A, .66E 60 DF: 1-1<3 !4 x 1 f, 4(Y) 14.001 14.M If,: ffi 4 1 C 1 - 4 x 12 42.5 14.001 14. 00 66 7-5 DFT1412 16 3r. 6 465 i 15.CxJE 15.00 .70 .55 DFT166 6x8 475 15. Do! 15.00 .70 .60 DIFTIE-9 f; x 11, f 49 --5 i 15. W; 15.W 70 68, D F T 1 C- 16)c *12 SM I li.tyj "myj .7f, 1 .,It; E -NF-p- (31? I 16 x 14 5301 i 15.00 15.00 .70 .66 D FT 1614 .8 x6 48(l 13AI 15. 510 .75 555, '5 DFTI 66 18.8 495E E 13.00 Ia.")() .",5 f .60 e, 1'1F,; X 4 C. j (I 3. (K), 15. W 75 E .68 f DFMV) 1812 18 x 14 630 16.501 16.50 .76 .66 DIFT1814 .3 x'•6E et-4-1 E 16.50 16-50 .75 1 .70 E DF. !816 20 X6 610 14.0f): I'l.00 .8,, 55 L F T, 20 x 11 62.0E 14.00i 17. W 80 Si) 0:.;-- T 208 i 20 x C35 i i 14. 00 17.00 I M' .68 0 T20 I GO 20; x 2.: 660 14.00: 17.00 .80 -20 75 12 20 x 14 f, f 14 (.Kl:: 17. (X) 80, 66 ✓F 20- 14 20 x 'IF; 810 Is��Y)l 18. (y) .8c, .,7o F, I 20 x 1. 8 620 E 1 f,. 00 jf,oo 75 1 D FT 2 1 -------- ----- .. ......... ....................I........................ ..3, ........:............ Umwi�.sicr,--, In inches VVS;oh --; in poulv'rs 'Tnp..la;v-4firs of S:G.V.,A. ossGMA - - ---------- ...... CAST DUCTILL: :RON IRON Size tit. aern No. H j T T, it am No 24 x 3 fA5 15.i)01 19.00 1 .89 .55 DFT246 1 24 x 8 860 :15.00 19.-C-1c t i 89 .6c) DFT248 I 241 x 10 880 i 15.00f 19.00 .68 DF-F2411,32 24 x 12 490 E 15-00 19.00 3-) .75 DFT2.41 2 24 x 14 900 1500: 19.00 .89 .66 DFT2414 24 x 1-3 915 15 - - -3 19.00 :1 .89 .70 i DFT2416 24 x 18 1220 1: 22.00i 22.00 Pq .75• DFT2418 2.4 x 201 1255 22 Av 0 72.00 .89 .SO i DF7242.0 30 x 12 1490 0,1 11 .75 DF:r3012 W x 1e. 1490 18.001 23.00 1 03 .66 DIFT3014 Wl A 16 1505 i 18.: 01 23.000 1: 1633 .70 i DFT3016 30 x 18 1 18.00 23.()0 - - .03 .75 DF-T-3014 3-0 x 20 1540 Ia.m 23.00 1.03 80 D F 2 0, .3, 4 ", x 2' 2% 025 '-0 25.00 1.03 25.0 - .69 DFT3-024 36 x 12 2170 20.00 26.00 i 1.15 75 DFT-3,612 36 x 14 21,75 20-00: 2.6.00. 4.15 .66 DF-l"3614 'i;-, x I.,6 ..e"i -0.00: -fmoo us . m r) F I - -,3 t-I! I fi 313 x 18 2190 20. 00 26.00 i 1.15 .76- DFT3613 36 A 20 2210 E 20.00 26.00 1.15 .80 E DFT3620 36 x 2A 2255 70,001 26.00 15 .89 DIFT-1624 '36 x 30 23.00 23.00: 1.15 1.113 DF-f-,3630, 42 x 12 3165 2-3.00 i 30.00E 1.23 .75 DFT4212 42 x IA 3170 23.00 i 30.00E 1.28 W DFT4214 4".1 x 15 '��60 i 2-3.010' 30 01) f 128 '10 D421,13 F 42 x IS 3`85 z 23.0,01 :io*llx) -11*23 .75 DFI"4218 42 x 20 3205 1 23.1001 30.00 1 1.28 .80 DFT4226 42 x 24 3245 23.001 2K?-00 11 113 .89 1: DFT4224 42 x 30 4*12.5 31.01:11 31.001 1.28 1.03 DFT4230 42 x 36 5,160 31.001 31.00 11.28 1.15 DF-1-4235 48x Q 4316 M,001 34.00 1 42 75 DFI-4812 43 x 14 4315 26.j,"-":i 34.10c) 1.42 ff; 1 DFTAC14 48 x 16 4330 i 26.00: 34.00: 1.42 .70 i DFT4816 41.3 x 18 4330 26.00: 34.W .75 DFT4818 48 x 2-01 435C) E 2.6.11,01 1A.00 11.42 .80 i DF1482-0 I 48 x 24 4S65 26.001 34.00 11.42 .819 DFT4824 48 x 30 4455 26.01:11 34.01:1 1 1.42 1.03 DFT483-0 48 x 33-6 5555 34.100: 3.4.00 1.42 1.15 DFW,36 49 x 42 7 115- 5 I 34.00 i 1 - 4 2. 1.2.8 DFT4842 Aovaolab:c in pay caul :rcn 3 cluct:e iron. Mandaitimfl;n. acs;odanco k"n -11MMIANS: 111-0;.421.10. 5 Ranges arti d;tk-el and f-U-Md in it:ANSI 81.6.1 -:;;, Al 129 QSICMA REDUCING CROSSES Size Wt. :RON H J T.. IRON Item No, 3X2 45 .1.50 5.60 .48 .31 4x2 60 6 - -al -30 52 .31 OF042 4.4 2!6 65 .52 .31 DFCA26 4 x 3 70 65. &0 1: 6.50 .52 .48 2: DFC-43 f,x2 F:X) 8-W 8-(k) 55 .31 DF062 6 X 3 M 8. ( K) 8.00 .55 A8 DFC,63 f, x 4 llo 8.00 8-(0 55 52 DFUA 8 x 4 115FJ 9.00 9.00 .60 - 42 DFC84 6A6 165 9M 9.00 M .55 ED F C. e, 6 4 22.(] -'I. CIO '11. (X) CxQ .52 DFC104 1 ID x 6 ?40 :11.00 11.00 M, .56 01 F CI I ) 6 I,,. x 8 265 111.00 11-00 .63 .60 i OFC106 :2. x 4 310 12.00 12,00 -DFC-124 x .3 3 20 12..M I 2..M .75 .71, .52 .55 ',F(';126 12 x a 34-5 12. (X) 112.00 75 .60 DF0128 12 x 10 415 1 ..12,00:12A) .8! .80 E DFC1210 14 x 6 -4 00 H4.001 V-00 .66 .55 u-M-146 14.x 8 42:5 .14.W E 14.CK) 66 .60 F C 14 8 14 x If. 460 140) 14A?0 Af, m F C 141 Ux 12 1 505 E14.00 E14.00 66 .75 E OFC-1412 96 x E 49LI 15.00 E 15.(Ki .70 . 5 5 DFC-166 )Fr;168 'I S. W E 1 fi, 00 70, .68 DF01610 16 x 12 -30 5 5. (Y) 15.00 .755 DFC1612 Ifix 14 i 620 :1.5.00 E 15.00 .70 .66 E --FC1614 115.50 -15 .55 -DFCIPf5 x 8 ::-1 ,q) 18x 10 560 41-3.00 115.50 1 .75 .68 DFC-1810 l8x12 610 -13.00 15-150 .75 .75, DFC1812 18 x 14 E 720 116.50E 163.50 .75 .66 i DFC-1614 IF, x I C- 765 :16. W 16.50 75 70 DFC1816 ;w y e i clz 1: :14.00 17.(K) .901 55 I,)FC2.,*6 20; x 8 665 .1"1.00 117.00 I - W .60 DFC-2008 20 x 10 685 .14.00 • 17.00 80 .68 DFC-2010 20 x 12 . 73,5 :14.00[17.100 .80, .75 -DFC2012 20 x 14 745 .14.(017.00 R0, .66 -DF02014 20 x 16 915 :18.00 18.00 .80 .70 OFC2016 20x IBR 345 18. 00 18.00 W 75 Dw F C-220; 18 21- x 16 87,i 15A) E 19.00 89 55 DF0246 2L ). 4 895 1-5.00 19.100 .89 .60 DFC248 24 x 10 E 930 15.00E 19.00 .89 .68 i DF-C-2410 24,.,12 960 15.00 19.00 .89 .75 DFC-2412 24'K 14 V.." i H5. M 19 ^0 .89 .65 24x lb f 110110 1 -5. W 119.00 89 .70 OF0.2416 4 . x 16 1 11365 :22.00 22.00 .89 35 DF-4-2418 I 20 14 X 130 1:22,00 :22.00 .89 .60 --F^-:2420 in indle-s 'ovmk-fti in FLANGED FITTINGS CAST IROWDUCTILE IRON AST si t. W :RON J T DUCTILE T, ON 30 x 12 E 1565 E Ia. (Y" E23. W 1.03 .75 ID F C 30 12 30 x 14. 1570 18.0.3E 2 3. 0-01 1.03 -W DFC3014 30 x 16. I EiJ5 IBM-1 23.(rC- 1.03 .70 C-1- C3 V 16 i30 x .18: 1615 18. qo 2 3. a P, I . ov.; .-I's L-, V- c 3 o I P, 30 x 21): 67 0 18, 00, 2, (K) 1. -03 -80, 1.) F 0 ', W 1) I 3W) Y. 24 2!,-5 :25A-Cll 25.1-K, 11.03 .89 Dr-CL1024 136 x 12: 2240 20 . 0 0, 2 6AM, 1: 1.9 --- 75 DFFC3612 36.x 14 E 224` E 2o, w: 2f, oo :: 1.15 66 D, F 61,4 Im x -:6. :2',(Y):: 26.(Y,' :1.15 "o Ducmof, 3,6 x 8. 228.3 1 .20-00: 26.00 1.15 .75 1 0 FC; 26111 M. Y. 201 2225 1 20.00i 26.40 11.415 .800 Dr-CM-2.0; 36 x 24. 2405 1 20. W, 12.6. M 11. " 5 .83 0, r- C3 6 2 4 :.x x 30 E 3300, E 2 P, D0, 2 8 00 1 1.16 1-03 DF0363" ::42 x 12:: 3240 123.cKj: W'Ml :1.28 .75 0-r-42.12 42 x 14: -3240 , 23.0.3: 30.0.3 ::1.28 .66 DF-C-4214 :42 X. 16 E 3270 23.001 MW 11.28 .70 OF-C4216 42 x 8 Z,7 5 .21.00] -30.001: 1.28 .75 OF-C4218 :42 x 20: 3 111 2 .11, i 2n, "i", o", 1.28 B -0 DFCA220 ::42 x 24. 3395 I .23.(fQ: 30.(* E 1.28 .89 D--C4a4 -1 2 x 341 4375 1 3 !.-On, 31.03 :1.28 1.03 1 D-FC4230 :42.x361 572.0- 31 1 Wit 12 8 IS I IM, F CA 23 f- 48 x 12. 4,15K) 26.(Y)i 34.(Y) E 1.42 .75 1 ",'P(;4812 :46 X 14: 4385 2 6. 0 0 13 4. W 1.42 .66 1 DFC4614 48 x 16. 4415 126.00: 34.(C- :1-42 .70 rFC4816 ::48 x '18. 4420 2C,.00:: 34.00 11.42 .75 1%, F (.14, 818 :48 x ?0 i 4 4 CK) E 26-00: 34 00, 1,422' 130 f, F CA 8 20 :48)r. 241 453J 2&(-K,:: 34.60 11.42 .89 0 F C- 4 8; -A :18 x 301 1670 26.00::: 34.00E 1.42 1.03 DFC4630 W U W.- 14 2 I . 15 DFCA8.36 A x42 il 716' : 30 I ........................... ..................... 1.42. ............ ............ .......... 1.28 i UK-4842. ................................... Av.,j; ww "ror. -cd: .1;=K'.11 . i catm.. .*s..-,A & it:.10:1.. Mandactumd in accodanor, Mm-wif.m are &:led and 4r-.�ed;n B1.3. 1 125 FLANGED FITTINGS CAST IROWDUCTILE IRON BASE TEES o SIGMA :AST SIM IRON w Bass Tep Base )nIv R S :80 It H!;Ie:: [),UCTiLE Diam. RON 45 4.P,8 5.00 0.56 0.50 !ilia llFV33 4 75 10 5.60 6.00 0.62 0-50 1: 1!4 DFV44 6 11.0 15 7.000 7.00 0.69 0.62 3f4 DR166 185 30 8.38 9.00 0.914 0.8e. 3!A DFV88 u 30 9.76 9.Fyl 0.94 0.88 3.4 DFIVI0-10 12 430 45 11.25 11.00 (11' 1.00 VS DIFV 12-1.) .4 485 so 12.50 11.00 1.00 1.00 7!8 DIFV1414 46 600 50 3.75 111.00 1.0o I o0 v8 E)FIV161 18 740 15.00 13.50 -1.12 1.12 7,'8 DFV1816 20 9?lf*l 76 13.Rl -.12 1,42 WR DIF1.121020 24 1410 pjj 1 8m i 12 1.12 -118 DF1,12424 313 2270 120 23.N 16.00 '.19 1.16 1 OFV3030 36 3320 160 26.00 l9.(Kl 1.25 1.115 1 42 5850 270 30.fiCI 23.60 1.28 1 1 F V 4 2.4 2 48 .............. ........... ......... ................. T11120 3 36 .................... .................. U."j) 25,00 .................. i.f ........ .... 142 ........... 1 114 DF1.14846 ........... C.kST Paso Feso DUCTILE .70 : IRON Bend Only R 9 1" u 1po'i 3 ......................... .................................... 35 io ................... 4.88 . .................. . ............... 5.00 0.56 ............... ........................ 0-50 DFIC-390 4 35 ifii 5.50 65.00 0.62. OUIV) D, K)490 fi 'm w voo 7."o w.'o 0.62 ;Fmfio 1a5 .0 A S. 3 8 9.00 0.94 0. fw DFID-890 20 45 9.115 9.00 0.94 0.88 D-M-1090 0.0 -65 25 41.00 1.00 1.(K1 4; D F re 12 W1 .4 li 'o 71, 12.5o, moo 1.ou 4.00 )FID 14 90 "6 75 1 'I. 75 I too 1: 1x0 1.00 DF-01690 8 -565 "5 15.00 1.31.50 1.12 1.12 -D F D 18 cK, 20 -,7."%Cl I zo 16.00 13.50 9.12 41.12 Dj F;I%l 2000 24 1030 1310 18.5-111 .13.110 112 1,12 DFG24W- 4625 1 i.rjfj I o 1..1g 415 101R)30,90 2335 25:J 16WO 19. 02 0 1.25 1.15 Do F 7'D -.3 6 9 o 42 3465 410 0 2 .3. 50 1.44 1.28 DFD429) 48 ............ 46'10 . ................... ................ ................... ....... : 6'. :?w.00 ................... 25.00 ................... 1.Fx.; L ............... 4.42 L ............... ........................ D, RN, 4 e cX) j0,v-3;:9b:emn in :rd-ves rt>he Teimi we :n wqn AWWA61AMS: :-'l l-WA21.,(;. Vlo-:Pm,� in ^rand rlsoolu ws F. and drilixJ ljff:fms f)the-�Wiso T­ndennwV5 Pf S:-"i.V.A Conxmaii-on are (Jr;Hod and Ir.:- .:xroanfx. vvi?h AN -$I SA 6.1 CLAS$ 125 FLANGED FITTINGS CAST IRONIDUCTILE IRON 45 DEG LATERAL WYES Size wt adkS T a A IRON 9 i, F. ; IRON 3 45 10-09-1 0.48 DFY33 75 12.00 3.N0 12.00 0.62 DFY44 fi -2 -,; 14.50 3.60 ' U.W 0.5 5 f.)F(f;f, a 200 17.50 4.50 17.50 0.60 DF08 -C, 335 20-50 5.00 20.55-0 0.68 DFY1010 12 615 2.4-50 5.50 24. F;(.') 0.75 DFY1212 f,05 27-0-1) 6.00 27.1)() 0.66 UFY1414 6 805 30.00 6.50 1: 30.00 0.70 DFY1616 960 3-2.00 7.000 32.00 0.75 DFYI 818 20 1265 35. o o 0.80 DFY2020 24 190 S: 40.50 9 AM 40.50 0.89 VF(242.4 20 3225 62.50 18.30 52.60 1.0.3 DFY31030 36 5740 60.00 19.50 60.00 1.15 DFY-3-636 42 9 i '10 -1 m I El. ".-3 -11 . "X) 1.28DF 'j%242 48 ............ 1 Go .................... 7 .......................................................... 00 ................ 77 A) ............... 1.42 A DFY48449 ........................ 45 DEG REDUCING LATERAL WYES ............... ........ -.- ........... : .............. .. ...... ......... - .. ..................... ................... Wt. IRON A . -f �4 !RON ...4Y...................... 3 ......... ...... ... . ..........b..12 W 12 ..... ......... .......... 0.52 Q 48 .............. ... QP(, mi I (" 0:: 14.5U 3.60 1.450 0.5r, E 0.48 DFY-53 fix 4 116: i 14 .,it) 3 50, 14.50 0.55 52 DFWA 14 x 4 1810:: i 17.50 4.5(J 17.50 i 0.60E 0.52 DrY84 8 x 6 .............. 190i 1 50 ........ ... . ........... ..• 4.50' '7.5 .60: C.55 DFY86 V.) x 4 2.eo 20.60 58: r. 500 :20.50 o.r 152 : I.0, X 6 2?0: Am. fk sx)o E 20 5 0.68 i 0.65 D FY I ()f; jQX3 205 C-Ali DaIgg 12 x A 3t0 24.50 5.50 24.50.. 0." 5, 0.52 DF'(124 I".! X 6 " '24. 50 5.6-0 24 50 :. 0.75 0.55 DFY126 12 x 8 4�. o24,60 5 50, 24.50 - 0. f, CY0, LIFY-28 12 x ....... . ..... 4E5- 2450 . .. . .......... ............ 5 24;50 . .•....• ..... ....... ..... ........ . Pain!, R 2 1'. W .00 27.00 i .6610.52 DFY144 '14 x 6 '.,..0 27.00 6 CIO .-00 0.1565: r; .55 DFY,46 ,A 5 zr,00 ti. () -o 2 - o 0. u c 0. fAl DFY148 14 X 10 55(1 2 ".,X) 6.00 27.,,;0 E 0.66;0.68 DFI(141-,' 14 x 12 .............. 6u 2 7. QQ ...... A .... . .......... 0.66 0.75 '***­�.,.;; ...... QFY-i 412 ......... 6 x 4 66F; 6.0.0 2i 00 0.7 0.52 DF) �-a... If; x 6 68o 1:10A) 6.5.111 130.00 (Vol 11.55 D . Yl6c, 16X8 710 lo.00 6.50 :: 30.00 0.70: 0.60 DrY168, 116 x 10 740 -qo.ofj 6.50130.00 6.70: 0.68 D FY 11 61 -3 1-5 x 12 -Iq 5 af.j.-co .5 fic, 30.0c, 0.70: 0 75 D F',"; 6 12 ItX 14 30. W, 6.160 W .1110 0.7o: 0.66 DI"Y1614 : 18 x 4 27 IS 2 5. ") i .00 27.50i 0.75: 0-52 DFYI64 18 .( 6j 4!Z: 26.00 1.00E 27.50 0.76.: ",.!.-;5 DFYI 86 18X8 625:: 25.01? 1.00 :27.50. 0.75; G.V, DPYI88 lax Ic. 816 32,00 7.(.X) :32.00 0.75: 0,68 D F(" 8 10- Is X12 9'Sc. 32.W 7.00 'Q 0.76 E 0.75 UF)'1812 :18x 14 9-e 6.: i 32.00 7.00 3'2.00 E 0.75 E C-A-3 DFY1614 13 X 16 0rZ5:: 32.00 Tficj 32.00 0.7,--.: 0.70 DFY" 816: 2.0 -, 4 -M: 7 1.00 129 66 0 80 0.52 DF-Y204 20x 6 720 24.'X) 1. 0 0, i ?1).so 0.80: 55 MY206 20 x 1 -/40:: 2.,?.00 im 129-50 0.301 0.60 DFY208 20 x 10 27.00 1.00 29.501 11.80 i 0.68 DFY2010 2.1 x 12 - ---, 11101: 35.1no ---- -- --- .......................... 8,00 35.010 10.8010,75 ....................... .......... ; .......... D F(20 12 ................ . ............... ............ ......................... CAST . .... . ................... ....................................... fX j C T ,:. F. S:zo '4V;. IRON r ............... 20 x 14 ............ 1215 ............ 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(K) 1: 10. 00 4'.').--0 1.10-31 0.89 DFY3024:: 3fx 12 44,'?0 f3 "". ty) fi 8 " 66.66 1. . : 0"15 01 F Y, 6 12 Wx 14 4545 601-.00 :19.500 60.00 1. 15: 0.66 DFY3614: 36,, 16 4455 54.00:45.30 --- 4 .0; 0 1.151 0.770 [IFY36161 36x 18 4605 5A M .3-0 54.00 1.15 C, ?,s D W3, 618 3(-'i x 20 4575 (X) E 16.31, -54.00 1.15 01 i . %) DFYW;2():: 36x24 4725 54.CWJ 1: 15-30 54.00 1.151 0.89 DFY2624: 36 -z 30 ............. 5.200 -5,62.Do i 45 :�* 56 off 4 1.03 QF�'3630: :42x 12 ........... 6725 ............ .. ......... ......... ,00 66. 50 21 ........... 68-60 1.28: 0.75 DFY4212: 42x 14 *800 68.60 211 011) 1.28: 0 -66 DFY4244:: 42 x 16 5 0 68.50::21.10 68.50 1.28 0.70 DFY4216: 42 x 18 6000 6 a. "fj 2 1 . 0 -0 68.50:: 1.28: 0.75 DFY4218::: 42 x 20 6110 E.0.00 12.00 6.3.-,(' 1.28 0-8-0: DFM22701 42 x 24 625-5 60AX) 12-00 W-00 1.28: 0.89 DF-Y4224:: 1: 42 x 31) 68551 63.1X) '12 0 10 63.00E 1.28: 1 -03 DFY4230:: 42 x 36 7650 66.00.1 '2.00 66.00 E 1.281 1.15 QFN4236:: 72-Y 17 7A2250 046x12 1.42:; 0.75 DFv4812:: 48 x 14 7275 77.00 :22 50 .0 77.,-Al E 1.42: Cj 6c'. DFe4e,14:: 48 -.( If, 74,00 7 7. W 2 2.60 77.00 1.42 0. 7,"- DFY4816 8 x 18 7620 6 5. ffj 9.00 ffi. 0 0 E 1.42:: 0.75 DF-Y4818: 48 x 20 7685 65.00 900 65.01.11 1.42 i 0.80 DFW20 'I 1. 4e x 24 6 84 0 58.clo I 5.ov cmc00 1.421 0. .3 9 DFY4 824 48 x 3" 8015 WAY) � fs 0" 68.00 1.421 1 DFY4;130:: 48 x.56 8976 69.001 -7 00 72 00 1.42: 1.15 DFY48316 1: 146 x42 ................ 110' ........ ........................................ 1�,:oo P:,-; o IA21.28 ............ --------- DFY4842:: f.vaE;�blc in -1-;jc1:1" sm"). zl� r1tv La.w;A 'Pandards is f W.6 and faved i..-! ac.-;rdarn-o with ARSE 519.1 CLASS 125- 8 FLANGED FITTINGS CAST IRON/DUCTILE IRON ECCENTRIC REDUCERS GAS I:- P I Z.p wt. T )"1R 0 , x 2 la 6 3 x 2 112 ')1 6 �Q4d jj� 4 Y. 2 25 7 :: 10. 5 2 0.31 -QFE.'j25 C-FE-42 2 1,2 28 7:0.52 (1-3-1 DFE" '25 M.. .................. *: ....... A' W. 6x2 35 9 0.31 DFE62 6 x 2 112 38 4 �0.551 0.31 DF11625 ti x 3 4.0 9 E0.55 0.48 DFE63 6X4 4:5 9 0.55 052 DFi 4 ....... 6.Z.5 .. .................... 8Y.4 65 11:0.60 0.52 C-FE34 6 x 5 70 11 ::0. 60 (1-52 DREE-85 .. ................... 10x4 B -5 12::0.68 052 I)FE104 wx o t?o 12 10 6S (). 55 D F kE f, 6 ......-1. P ...................}.....IL1 - 12x4 ':20 0.52 DFEE 24 2. - f- im i 4 10 -15 0-55 DFE126 12 Y. 8 4 5 .4 :0.'75 3' 0 m DFE12 L-12 x -10 I'm 14:0.ZS 068 1 DF---'.21Q "IX6 155 16 i0.66 0.55 OFE-146 14 x P, 175 16 0. P, 6: 0 60, EIFFE148 .14 x 10 190 6 :0 66 0.68 DFIE141-0 4.4 Y. 12 220 i 16 Et 66 0 .75 DFE1412 16 x iz' -.90 L1.55 .................. DR-7166 it mo 18 :f), 70 0.60 DFE`RE el •1 .6 >. ...0 P"5 8 :111. 17 (1 0 -68 D HE 16 1 f) J: 16x -2 265 ; :, a0.7- 0.751 DRE-1612 1 -6 x 14. 280 18:0.70 1 0.66 DFEE-14 CONCENTRIC REDUCERS AST CiUCTILE size W. IRON L I T Tl IRON ... ..... .......... ............. x 2 16 i: Ain .31 DFRX'l-*"*l 3 x 2 V2i 24, 6: A81 DFFR325 .............. . ............ 2 1 25 .................... ......... : ................................... 71 52 .31 .31. ... D=P42i 4 x 2 1121 28 7; .52 3 1 DFR425 4.0 30 52 .481 LIFH43 6 x 2 35 9:: .55 .31 DFR62 6 x 2 1!2:: 3.6 91 .55 31 DFR625 6 x 3 40 11: --56 .48 D F-. 6 3 f; x 4 46 (,r-R64 fl i .55 52. DFR64 6 x 6 51 9! .55 -1,2 DFR65 8 x 4 65 11 .60 .52 DF784 4 x 70 I .6,j F;2 D i: Rf.t.5 8X6 75 OFRfX 5 DFR86 10x4 35 12 E 1 .52 DFRICw 10x 6 9c. 12:: .6 8 .5-5 DFRI-36 10 x 8 '110 CFR!(,:? 12:: 68 .60 ns:Roq 12x4 I I W 14': .75 .."i 12 x f! 130' CM126 14:: .755 55 DFR126 12x8 f 145 IC. R128 14 .75 .60 DFR1128 12 x 10 1 170 CW1210i 14:: .'75 68 DFR12-10 14 x fj 155 161 66 .65 DFR14v 14 xg 176 16! .66 60 DFR148 14 x 10 IW 16:: .66 f; 8 DFIR1410 14 x 12:: 220 16:: i.i6 75 QM412 6X6 190 14 55 DFRI66 6 x 8 18 - DF :H-168 ........................ 2 35 ........ -0 181-7.7- .. .68 ............... A .... D!:R%!0 16 x 12: 265 is: .70 .75 DFR1612 I 16, x 14 ................... . ................. 240 18! 70 .66 DFP-1614 .......... 'Waigm-4 in w.un-c% 1 Tnadonw<s of &-`4-i-1 Corrx-mralkln GSIGMA Size 1: wt. N T 11 IRO L IRON ................. . 18X8 .................... ..................... DF:=Ia3, 18 x 10 265 19:0.75 0 .68: D F E1810 18X 12 295 1 4 0- 75 E 0.75E D HE -18-12 18 x 14 31{! 1STE0.75 E 0. W D F E; 1814 18 x 16 34� 19:0.75 i 0.70 i DFE-1846 20 x 10 I 310 20:0.80 i 0.66 1 DF:720;E , 0 2.0 - 12 E U5 0 0.8 0. 75 2 i D F2012 20,x 14 --_ili 20 0.80 0.66 i DFE20*14 20 x 16 3,90 2o 0.30 0.70: OF' 2016 20); 18 41-' , 20 E 0. ?0 0. 75, DFE2018 24x 12 4 &0 2 DFP-2412 24-04 E 4 40 0.89,0 1. DFF2414 2 4 x' 16 52.5 24 om 0.*?o DFE24116 24 x 18-1, .1 24::0.3-Q E o.75 DRE2418 24 2i 20 50/' , 74 ri P.. Q -Ro UMAMu ,31) x 18 '30 -< 20 87-0 mi 1 03 i O.W; DRE3020 ..;X! A 2f L. ..�RD . .................... ..... 3P i 1.0n2 i 9.09 i. DF .:jivr�4 36 x 20 F 12-3-0 0.801 -6, 5- 7,6 x 24 1345 36 E 1.15 0.89E D -3,624 .. j .................. ...... I Ax 42 x 2" 11 �22 0 4� :1.28 0.69: DF:---:4224 42 x a3 2 0 W 42:1.26 1.03: DFE4230 42 x 36 2345 42-.:1.2 8 1.161 QFE423fj- 48 K 30 M5 48M42 1.03: DFE4831) 48 x 36 295'01 4811.42 1.15 D FE 4 83 6 118 x 42 3 3 2 11; 48: 1.42 1.26E DFE4842 ...... ......... T ............ ..... ............. . ........ ........................................... & vvt. IRION t T! : IRON ................. . 18 x8 ......... ...2401 .................... + ........... 18 x "0 265 1 E4 75 .68E . R10 18 x 12 295 195: .75 DI R!812 -8 x 14: 310 19 75 .66 RI814 lax,*Q: 3,40 19i JrS .70: DPRI816 20 x if) 3101 20:: 8-0 .68 DFR201-0 20 x 2 345 26 80 .75E OFR2012 20 x -4 3555 -: 20: 6%, -i E i 'FR2014 20 x 16 390 20 E 80 .70 )FR2016 20 x 18 41-0 Ztl .80 75 1) L: R 20 18 24 x 480 24 89 7.5E DFR2412 24); 14 490 24 89 : 66 DFR2414 24 x -1.6 E 525 24 89 .70 "NFR2415 24 x 1• 8 E 13.6') 24; 8 1) E -?r,:: DFR2418 squ, 24: is�l F-0 :---F:BZ42Q 30x 18: 810 30:1.03 .75 DF R 3-0 18 30.x 20 8,170 .,Qo ........ . ......... 36 x 20 i 1230 36111.15: . 80 i DFR3620 36.x 24 1345 RE :: 1.15: .89:: El FR3624 :1,.1.5 ijju :..;N - .................... EF 3 42 x 24 18 *2 .0 4 1. 2 8 a 2.4 .891 R .2 42 x 30 20W ZL:: 1.28 1.003 DFR42-30 2345 42:128:: 115 -FRA236 x i0 2625 48 i 142 i 1.0,31 D F R 4 8 30 48 x 36 2.'350 48 i: 142 i: 1. 15 E ")'�'R48M 4:i - " , i. . .................... 5 r 4 x 48 :..1.6.9.5 ...................... ......... .8 X O `0i DFR5448.. A I i Ranges aff- dti"fld anti fa;:fA;t,. wh". At-ri; B1.6.1 --,;,Ass 12.5 F: - ANGED FITTINGS CAST IRON/DUCTILE IRON V G in ; ...... 3m. Loonmc- i-Hi 0 .......... oqt:. Al in :Mies in p0tin".% Corxm-fikx, O SIGMA sin "ey' CAST IRON .................. .. . .............. s olid Tarp, 0 ... .... WIN d ------- 7.60 0.76 11.69 ---- BDF3 1*11'['F3 4 14 9.00 0.94 0.813 r'DF-4 1 -F. 4 6 24 1..,, (1 4,00 0. 9.4 BDF6 OTH 13.5a -..12 r.0, PDFS 0TF8 it) s 1.19 12 BDF10 .0, 1- F I 12 76 19.00 1. 25 0. 81 BDF1 2 --; TF 12 .4 110 21.00 1.3.8 0.88 BDF14 --T-- 14 16 145 23.50 1.44 ".0c. BDFI 6 V, - I - F 16) ifs 1fs:i 26."KI -1, 55 1.Of, f3DFI B 20 217 27.50 1.69 1. 12 LIMON Q TIF 2 0 24 370 32.00 1.88 '.25 BDF24 -nTF24 30 510c, 3�.75 7.12 1.44 FtDF3,-, -D TF 3 0 36 7tv 46.00 2.38, 62 8DRIC! DTF36 42 1175 53.00 2.62 1.81 BDF42 -----TF42 408 1585 -59.50 2.755 2-0.0 LSE F-48 --TF48 1; ,A I 2.6100 m 25 3.00 225 BDHl R --.',']-F,14 and., fao:4j :n ao--.ordanco w:Vi ANS,: B16 I CLASS 1.25 :Zp - -s TRUE WYES CAST L) u c I:- F Size `Ni.RON i A B T -Fl IRON ................. ............ .................... t ...... ...... .............. ........................... ....................... 3X3 13-11, 5 50, 3.010 ".44 f, 48 DRN133 4 x 4 55 6.50 3 0,10 0, 5 ? 0.52 DFW44 6 x 4 6-,-, 6.50 3.5 50 0.55 0.52 DFING4 3 x 6 85 &00 3.50 0.55 0.55 DRY66 SX6 0 8.00 4.50 0. 60 -0.55- DFW8.6 9 x 8 -140, 9 -00 4.50 0.60 f, GFVV88 I,,,, x 6 1 11-15 9.010 5.00 00.63 0.60 E)f:W 108 40 x -2 o 11 185 11.00 0.68 0.64 DFIA110410 1 0 2' 1 ki 5) GO 5.50 0. -1 5, 6- DFW128 12).--.2 5 NO C'. 75 75 UFW-12i2 414 x 14 435 14.010 6.00 -0.66 0.66 DFVV1414 '6 x 16 580 cr 11; 6.50 0.70 0.70 D FW 161 ^0 16.50 t.cG li75 10.75 UlFW1818 20.K 20 900, 8. ON, 0. 8 -0 0 B" GF-W.02 24 x 24 13170 221.00 9.010 0-89 0. 8 9 DFW2424 30 x 18 1165 2 5. 10.00 1.03 CO. 7 5 DFIN-3016 30 x 20 *1210. 25 0-0 10.0Q 1.0.E 1; 81,; DRV:3020 30 Y. 24 1585 26.0K, " 0 1,03 0.89 -,)FW.'R)24 30 K 30 2630 25.00 10.' 00 1. 03, 11.03 DRIK303 36 x 24 2-' De.0; 2 12.00 1.15 0.89 r DFO/3624 36 Y.0 3 2655' 1 . 0,3 DFW3630 x 36 3470, 2 P, 00 1 1.15 16 Dr-)N3636 42 Y. 30 341 3I.-DO 1 -176 ": 28 1 . 03 UPW4230 42 X 36 4205 3 1 - 0-0 19.00 1.28 1.15 DFV442 Cl x 42 5235 i 31.00 21.00 1.28 11.26 EIF1p/4242 48 , 36 4415 2 8. -Xj i4 00 -. 1.2 4.15 "NIFW48,16 .......... . . .......... 11 ........ ...... " "PA14848. ............... &q=.s_;fa--tu,ed ;n aco:--A-wr:co w.-lh rds 1: la"ps or;: fjrf.:k3o ard &i�In accw,,annA:ANSI f; '6.1 CLAS$ 12.5 10 STRAIGHT FLARE PIECES ........... .................. A- S. T. IRON T ......... ............. f .............. L k ......................... DUCTI! F. IR',).-q 3 201 0.48 7.51, 8 coi 6. clo, ;,NFA3 4 9011 .0 0.55 11.00 8-oo 6.0-3 DFA6 6 70 0.60 It 3.5.0 16.00i 8.0"i D-FA8 1", 95 0.68 00 1o.00 i 10. 0 r, F.A 10 2 <ciS 0.7.5 19% 0 0 1200i 12.00 DFA12 14 165 0.66 21-010 4 Z. 0 0 14.00" DFA14 .f, 2-10 0,70 23.50 16.0-01 16.00 'f., 11F.A16 18 275 0.75i 26.011) 1110 18.00 l) FA 8 20 anti 0.80 2T-51) 18.1110: 201.0-11 DFAWY 24 480 0.89 32.00 15.00 i 24.00 DFA24 30 110.0 1.03 38.75 24.00 W. 00 DFAM, 36 1.1115 46 00 ? 4. -') r, i .36.00 42 1.28 53.00 30 42.00, 48.1 ......... ... 2375... : ......... ............. I A*-" .......... ................... 59.51) .............. 30.00: 43.00 1 -V DF1 41-1 CAST DUCTILE;: ................... B ............................. IRON 3 30 0.48 7.50 5 50! 1100, ......... -------- f)FF390 4 45 (1 52 1.1 W 6.90: 12.0w DFF49,' 6 75 0.55 1iM 8-0.012.00 DF:690 a 120 0.63 13.50 9.(*: 14.0,30 DFF 90, D H-1090: 12 2.?f; 175 19.00 12, (XI 'I B -00 D F:-- 12 fk 14 310 0.66 21.00 14.(X-:: 21.50 DFV 14901 16 395 0.70 23.550 1 S. Of,: 2 3. 00 DF:71690: is 495 CUS 26.(Y) 16, r, i 2 -.5 00 DFr- 1 Br:;rj 1: 20 0 ao 27.W 18.(Y) 27. -J01 24 995 .0. 8 9 32.00 2.2.0.0E 312.5t) DF::,." 30 170 '9: 1.03 18.115 25.00! 36-00 DFF3,390 36 2730 15 46.00 2. 8. 0 0 42 '32-00 ..28 53.00 31 (K) 35.00 DFu4290: 48 ............................ 5,235 ..................................................................... 1.42 59.50 3 4. cX- i 46.00 ; ...................................... DFF-4390i LONG RADIUS 90 DEG FLARE BENDS CAST DUCTILE ,Z8 'Aft :R(.,N T c A B IRO fq .......... 4 ..................... ............... E-C, ................ 0.52 ................... 9.00 ....... 9.t 14.50 ........................ DFG490 6 ro c) 55 41.1110 i I . 50, 5.50 pwc�690 8 1 b..j 0.1.0 13.50 14 ao -o o r)Fc-8,j0 10 250 0.68 16.100 MY) 22.50 D F G 1090 12 .375 0.75 19.00 19.0 25.00 D--G1290:: 14 400 0.66 21.00 2 1, 50 20.0f." DFG14!:x) 16 tiio 0, "'o 23.50 2.4,W1 32.0,0 DFG'16Y) 18 cj 1-5 0.75 25.00 2 6. 50 i VS. (; 0 DF-G1890 20 8 6 5 0.80 27.60 29.001: 36.00 DFG2090 24 1.3,35 0.89 32.00 W 44,50 D IF 0 2 44 90 30 1.01? 138, 75 4111 N0, 48-50 . 1 W - .3456 -1 15 46.00 . CMY) 56.0,0 42 51-50 1.28 53.00 56-50 i 6:3.50 DFG4290 4a ........... 6725 ........ ....... ................... 1.42 ................ 59.50 ................... 64.00 i 71.00 ............ .............. DFG4890 ...................... A-w-5;Lable in Flange'n. are, dl;kal and izoml in emon-la w^t AtrSi F3fj.1 r; ASS 115 .U.me.--sicns -n :mhes 11 FLANGED FITTINGS CAST IRON/DUCTILE IRON y FLANGED FITTINGS CAST IRON/DUCTILE IRON O SIGMA BOSS AND TAP LOCATIONS .-METHO-W O$z LOCNMON CW TAPPED HOLES ,o-n4uo.R BC04—l's 1.14 -",AST !RVA FLANGF-M F;7-P.-WiS �06 Wo EL , "Mly slz:: .. .. .. .... &.1 f:14MT VIEW SIDE V; EW SIVE MUTLET DO" ZLOOW SFIRAiGHT alzE .01; RAS r- F ;.&,�w Gl ........ ...................... `WGULAR FIMSS WM- Vff- YAP 8(n.5 WMA RLMO T.X>P- UC; H%.U.S r N,' L90i? TEE STRA I GJ-T T,; ZE I "IT S �Z. 77 • TEE FtlEmn-Nr.c-fz:-; --- -------- $t . ...... ... F Rrj4(14'r V I C- Vy 310� VIEW S.,rlf: MJT:.CTYfF STRA1,GHT SIZE r&Ac.r; TFF T7, 7 T ------- . ..... c Sr. osi. p E M1 c I K. Q .1; 1 z E 714 1 At- 77" t-T DIDMF BRANCH ELCMA -lie, :V;aNtmmx.-,q shm f�w V;e.,Wtl of 1*u minis., ft!f--g and upms.�em' I.-W. RBngee fnilrq � wv:Ap--lm;M a zdmpv-c Mtirip woh synmfoid.cW shapasrs. -mmposr- ,t vjco S& ouqet oVe -*t Ole re,4<*--cl. and cleoi9f,. Wo by iAb,c-& am, th.o sidq *&Fs. migms C4 Si A-w >w corft\"iew Lit 12 QSIGMA FLANGED FITTINGS CAST IRON/DUCTILE IRON DESIGNATION OF OUT R E DO I" " I ING TEES 44 _4 u R:MW!r4i ON. OU T L -e'r r RUN ONE P3.JiNA.N-(,l WJUS REDUCING cri[ISSES b .......... A ell jI ------ ----- -- ReDuc 74U ON LA REDUrIN-6 ON PEDLIUMG ON POA ONE o""LE-T 4 AINE) L - f. AP40 ("L;Kru aor,i '56-mm. REDUCING LXHRALS .......... ............. mic: No ON TRUE 'Y' 6rt 'Rum v Bf�A Nl'ti '- ;;-' -4 4it4o BRANCH SOE OUTLET TEE DOUBLE SIDE OUTLET RRANCH El..Bo.k ....... ..... E DOW, 9. 1 00 - LA EFT i^;AN D Rl-.-SHr HAND LEFT NAND hp;a:.2-!lA 0""qililng tt;o bew.- We *I a ff-:,4;X:r.g fltliv2 Tho linc. e s mg, r, -a Tiq o peo io ,l e. rqd u --:n n ul d b a -mr?wdf; 1. 0 iwp! for b Lit bm� Laos; whi'di are N4 whfmt brJ01 ;,um up-4 I oklubif� .0 c-u*:qr ur,w-.4bela ara ducwwv. -'lv is tll.!,t ::a rgmt3i�-pwhp asd rkl..-fKd :a2i. if; If;o c aap -iji 13" p V0. a. o net #10 sk.-J'k, Wi:n wth Wikq ts dosignatF.H by th.* e. 13 eW71 ao8, ooq W on to the Future TM MEGALLGO Series 110o Mechanical Joint Restraint for Ductile Iron Pipe 3 1103 6.1 30 350 4; ;:> .. .. 7 ;; ... 35D 6 . ........ 1106 ... 11.9 .. 30 350 8 138.E . 3' 3a1 .......... _ _ ... . 10 1110 23.9 30 350 1. . _ 111 ......... .. 35+D 14 1114 _.............. 48.5 20 350 OWN.18 _ _. `:` 35Q 18 1118 63.1 1%0 250 .:....: ;.:; :........::..... ::: ':i::::::::::'<; ..........::...:....i................................................... ;:;:;?& r'::. i::S:::ix.":;::;:;;•r''7 .i::::::::::;::;::;::::;::::>;:2.r'iO....... 24 1124 133.1 V/z° 250 .............................................................................................................................................................. ::>::::::::»<><»::::>::::::: 5 36 1136 234.0 1 ° 250 ...:.............................................................................................:>............................................................ ............................................................................................................................................................. .................... _....._........._...._................._............. _ .............................. 48 1148 653.0 J. ° 250 Made In U.S. Patent Nos. 4092036, 4627774, 4779900, 4896903, SS44922 The USA 0307-5-F Features and Applications: • Sizes 3 inch through 48 inch • Constructed of ASTM A536 Ductile Iron • Torque Limiting Twist -Off Nuts • MEGA -BOND® Restraint Coating System For more information on MEGA -BOND, refer to www.ebaa.com • The Mechanical Joint Follower Gland is incorporated into the restraint • Heavy Duty thick wall design • Support Products Available: Split repair style available 3 inch through 48 inch. EBAA Series 1100SD Solid restraint harness available for push -on pipe bells. EBAA Series 1700 Split restraint harness available for existing push -on bells. EBAA Series 11OOHD • All MEGALUG and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication, and bolt- ing hardware • For use on water or wastewater pipe- lines subject to hydrostatic pressure and tested in accordance with either AWWA C6O0 or ASTM D2774 Copyright m 2007. EBAA Iron, Inc. All Rights Reserved. MEGALUG: THE PRODUCT OF PREFERENCE SINCE 1984 Since 1984, engineers and contractors designing and installing water and wastewater pipelines and systems have come to rely on the EBAA Series 1100 MEGALUG Mechanical Joint Restraint as the "Product of Preference" for effectively and economically restraining ductile iron pipe connections above or below ground. MEGALUG Mechanical Joint Restraints replace external re- straints such as cumbersome concrete thrust blocks and corrod- ible metal tie rods creating a quicker, safer and more economical installation. Major testing laboratories agree as the 3" through 24" sizes are Underwriters Laboratories (UL) listed, and the 3" through 12" sizes are Factory Mutual (FM) approved. For use on all classes of ductile iron pipe (PC350 through PC150 and CL56 through CL50), for practically any application including valves, hydrants and pipe, the MEGALUG Mechanical Joint Restraint effectively and safely performs without damage to the pipe or cement linings. THE MEGALUG GRIPPING WEDGE... PERFORMANCE PROVEN The wedge style MEGALUG design reacts to the amount of force acting on the joint. When each wedge is set, the wedge teeth penetrate the pipe's outer surface, and the wedge does not move on the pipe. There is very little change in this interface until the wedge movement begins inside the pocket of the main casting. Once the wedge starts moving, the formation of the buttress begins. This "dam" of material (the wedge impression) is cold formed as the wedging action continues. If the force of pressure acting on the joint is released, the wedge moves back to near its original position. This engages the reserve -controlled move- ment or "RCM". The wedge is then ready for another round. After the wedge has moved to the back f �E i3 ff a:asxo-:r of the pocket at the maximum pressure or load, the wedge buttress are in shear. The maximum movement is about 0.3 inch through the thirty-six inch size and 0.4 inch for forty-two and forty-eight inch. The RCM is available even with severe cyclic loads. This has been tested to very high-pressure differentials and the wedge impressions look the same as if a single test had been performed. Typically, the depth of pipe wall pen- etration, or wedge impression at around 25,000 pounds of force per wedge (200 PSI on a six inch and 150 PSI on a twelve inch) is 0.03". Finally, at roughly twice that force the penetration is around 0.05" At these high pressures, there is no affect on the design thickness of ductile iron pipe made according to AWWA C150. The lack of damage to the cement lining clearly indicates that the thrust load is primarily longitudinal. This ability to move in the pocket allows for angular flexibility as well as longitudi- nal flexibility. THE ORIGINAL PATENTED GRIPPING WEDGES Since 1964 EBAA Iron has respond- much as allowed ed aggressively to the needs of the by the mechanical water industry for better solutions joint during installa to joint restraint problems - thus the lion, ::.n alsc: iefiecl development of the family of self after assembly: actuating MEGALUG wedge action Sizes of 12" and below are restrai-its. capable of up to 3 degrees :<. of liatl3CtlCii: F3F+:f i s '�. 140LS on tree preset deffec- ` MEGALUGS install using an ordinary tion.) wrench (box, ratchet, or air -driven), The 14" and 16" sizes are capableb because the torque limiting, twist "esdeiie•:;i:it?rt. off nuts automatically shear during ` The 18" through 24" sizes are capable of ,.•w; tightening when the proper torque '.< 1.5 dearest defiecton. is reached. The same 11/4 wrench The 30" through 48" sizes are capable of 1 used to tighten the T-bolts on the der zee delleci.:an. `< 4" thrcugh 24" sizes can be used to tighten and shear the twist off STEEL PIPE nuts in all sizes. If removal becomes s The 1100 Series MEGALUG can be used to restrain necessary, a 5/8 hex head remains 3" - 8" SCH 40 or 80 steel pipe when joining to me - so the screws can be loosened, chanical appurtenances. It can also be used on steel in all sizes if the pipe's outside diameter is the and re_ightened with atorque-in- f�� �: pipe P P , same as the ductile iron e and its thickness is equal dicating wrench. During removal, ` ^j: '' pipe q the wedges are held in place by to or greater than PC350 ductile iron pipe in sizes of 16 retainer clips. inch and below and PC250 ductile iron pipe 18 inches and above. DEFLECTION The MEGALUG gripping i:iCA$T.LRQN.PIPE. .: ......;:i: wedges provide resiliency >>''>`?"''€<' •:;:.. Grey iron pipe diameters are often larger than duc g P Y to your pipeline design. In ><:•:.::::.:> :+ ..: the iron pipe diameters. The Series 1100 MEGA- a:di:.:::r7 S:G teaeGtirf as restraint may be used with grey iron pipe having standardized cast iron O.D. per AWWA Y _ C150 and C151, and with pit cast Classes :. .. n" and '' Lt:;i'.nUi P.:C•dif c tQfl. ��s� c th •••<•-:`''`"•''% Series 1100 with pit cast grey iron Classes ii. '•'"''''-:SY:f:f: %k4i'- >`>:. "C" and "D" will require over sizing the . ?>:...<•`: ?<':;»»;> MEGALUG. More information on this is explained in detail in "Connections Bul- ;. ....._..................I....... ..................................................... ....................................................... ........................................................ ............................................................ ................................................................. MEGALUG Takes the Load Mechanical Joint Restraint Sample Specifications (The text of the specifications below can be copied pasted from www.ebaa.com/download/1100Spec.DOC) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA C111/ A21.11 or ANSI/AWWA C153/A21.53, shall conform to the following: Design Restraint devices for nominal pipe sizes 3 inch through 48 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable re- quirements of ANSI/AWWA C110/A21.10. The devices shall have a working pressure rating of 350 psi for 3-16 inch and 250 psi for 18-48 inch. Ratings are for water pres- sure and must include a minimum safety factor of 2 to 1 in all sizes. Material Gland body, wedges and wedge actuating components shall be cast from grade 65- 45-12 ductile iron material in accordance with ASTM A536. For applications requiring restraint 30 inch and greater, an alternate grade of iron meeting the material requirements of ASTM A536 is acceptable, providing the device meets all end product performance requirements. Ductile iron gripping wedges shall be heat treated within a range of 370 to 470 BHN. Three (3) test bars shall be incrementally poured per production shift as per Under- writer's Laboratory (U.L.) Specifications and ASTM A536. Testing for tensile, yield and elongation shall be done in accor- dance with ASTM E8. Chemical and nodularity tests shall be performed as recommended by the Ductile Iron Society, on a per ladle basis. Traceability An identification number consisting of year, day, plant and shift (YYDDD)(plant designation)(Shift number), shall be cast into each gland body. All physical and chemical test results shall be recorded such that they can be ac- cessed via the identification number on the casting. These Material Traceability Records (MTR's) are to be made avail- able, in hard copy, to the purchaser that requests such documentation and submits his gland body identification number. Production pieces that are too small to ac- commodate individual numbering, such as fasteners and wedges, shall be controlled in segregate inventory until such time as all quality control tests are passed. These component parts may then be released to a general inventory for final assembly and packaging. All components shall be manufactured and assembled in the United States. The purchaser shall, with reasonable notice, have the right to plant visitation at his/her expense. Installation Mechanical joint restraint shall require conventional tools and installation proce- dures per AWWA C600, while retaining full mechanical joint deflection during assem- bly as well as allowing joint deflection after assembly. Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. Approvals Restraint devices shall be Listed by Under- writers Laboratories (3" through 24" inch size) and Approved by Factory Mutual (3" through 12" inch size). Mechanical joint restraint for ductile Iron pipe shall be Megalug Series 1100 pro- duced by EBAA Iron Inc. or approved equal. MEGA -BOND® Restraint Coating System All wedge assemblies and related parts shall be processed through a phosphate wash, rinse and drying operation prior to coating application. The coating shall consist of a minimum of two coats of liquid XylanO fluoropolymer coating with heat cure to follow each coat. All casting bodies shall be surface pre- treated with a phosphate wash, rinse and sealer before drying. The coating shall be electrostatically applied and heat cured. The coating shall be a polyester based powder to provide corrosion, impact and UV resistance. The coating system shall be MEGA -BOND by EBAA Iron, Inc. or approved equal. Requests for approved equal must submit coating material and process details for review prior to bid. Support Products Concerning these products please consult the catalog or www >rba.�;0Un ......:.......................: ......._................... ............................... ries 110OSD �p1 2v�AI l t I I�ctr<lint �+ j Df GXiStiIi �'i 'i'I1 1i1Ii' 11 f ??3iT Series 17 3 1103 4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350 4 1104 5.92 2.27 4.90 0.75 9.90 0.875 7.50 9.12 2 4 7.6 .:... 50 6 1106 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 11.8 350 8 1108 10.17 2.31 9.15 1.00 14.15 0.875 11.75 13.37 4 6 _............................ :::.:..;3,iQ:..:.;. ................................. ..................... 10 1110 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 23.9 350 ....�f 12 1112 14.32 2.37 13.30 1.25 18.30 0.875 16.25 17.88 8 8 31.2<>::::« ............ ................... ;; ; ......... 14 1114 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 49.7 350 16 11!16 18.50 2.69 17.54 1.56 22.90 0.875 21.00 22.50 12 12 56.4 ............................ 350 18 1118 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 63.6 250 20 1J20 .......... _ 22.70 2.69 21.74 1.69 2710 0.875 25.50 27.00 14 14 ............................ 71.05€} ..............I.......... .......... ...................... 24 1124 ........................... 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 128.7 250 30 ............................ ................... ..............I............_ 1130 _ 33.29 3.20 32.17 2.25 38.87 1.125 36.88 39.12 20 20 190.7 __..... 250 _... 36 1136 39.59 3.20 38.47 2.25 45.17 1.125 43.75 46.00 24 24 226.5 250 42 1142 45.79 4.56 44.67 3.88 55.57 1.375 50.62 53.48 28 28 518.9 .250 ................... ................... 48 1148 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 608.3 250 2.* 5.* The Series 1100 MEGALUG joint re- straint is designed for use on ductile iron pipe conforming to ANSI/AWWA C151/A21.51(all thickness classes) when restraining mechanical joint pipe fittings. Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both the gasket and .he plain end with soapy water or an approved pipe lubrication meeting the requirement of ANSI/AWWA C111/A21.11, Tighten the bolts to the normal range of torque as indicated [3 inch 45-60 ft-lbs., 4-24 inch 75-90 ft- Ibs., 30-36 inch 100-120 ft-lbs., and 42-48 inch 120-150 ft-lbs.] While at all times maintaining approximately the same distance between the gland and the face of the flange at all points around the socket. This can be accomplished by partially tightening the bottom bolt first, then top bolt, next the bolts at either side, finally the remaining bolts. Repeat the process until all bolts are within the appropriate range of torque. lrf::'J?�SYlrfil//// l;s ..r..:,�:...;,r f,,,. i:::::::::::::.. <.;.. ..t........... :s just prior to slipping the gasket onto the plain end for joint assembly. Place the gland on the plain end with lip extension toward the plain end, followed by the gasket. NOTE: In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. 3.* Insert the pipe into the socket and press the gasket firmly and evenly into the gasket recess. Keep the joint straight during assembly. 4.* Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Make deflection after joint assembly but before tightening bolts. In large sizes (30-48 inch), five or 7 more repetitions may be required. The use of a torque -indicating wrench will facilitate this procedure. 6. Tighten the torque limiting twist - off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tightening in an alternat- ing manner until all of the nuts have been twisted off. EBAA IRON Sales, Inc. P.O. Boz857, EasUand,TX16448 Tel; (254) 629.1731 Fax (254) 6294931 (800) 433.1716 Ain US and Canada contact@ebaa,com www,ebaa.com If removal is necessary, utilize the 5/8 inch hex heads provided. If reas- sembly is required, assemble the joint in the same manner as above, by tightening the wedge bolts to 90 ft-lbs. If the series 1100 restraint is removed from the pipe, be sure that all the collar bolts and wedges are in place before the restraint is reassembled. These steps are requirements of AWWA. AWWA Standard C600 For More Information For more information about MEGALUG restraints call EBAA today and request "EBAA Connections Bulletin DI-1" concerning use of the MEGALUG restraint on grey iron pipe, or "EBAA Connections Bulletin DI-2" covering the background and operation of the MEGALUG system of restraint. "Restraint Length Calculation" Software is available for PC/Windows applications. Support documenta- tion about the software can be found in "EBAA Con- nections Bulletin PDA through PD-5% a I 3 U Sec S u b m €tta € for H €g h P a rt q E P re s s u ra R s tln.11..,€....0 1104TDM 700 5. .................. •},� gr0M ..;'.. ......: .. 700 ................ ................. 5, �..i.4. M .............................. . ................ 7.0.0 .....................g.; ............ ....... TROUGH OLE NOTES: 1. ALL OTHER DIMENSIONS CAN BE FOUND ON THE MEGALUG BROCHURE 2. INSTALLATION OF THE TANDEM ASSEMBLY IS THE SAME AS STANDARD MEGALUG EXCEPT THAT TWO RINGS ARE BEING USED INSTEAD OF ONE. THE SECONDARY RESTRAINT RING ( THE RING WITHOUT THE LIP) MUST BE PLACED BEHIND THE RING WITH THE LIPAS SHOWN IN THE DRAWING. 3. IN ORDER TO ACHIEVE THE RATED PRESSURES SHOWN THE JOINT MUST BE ASSEMBLED USING AN EBAA SEAL GASKET. Pressure Tandem tyl egalug Assemblies .1....M. ........s iZ.l...o.t..s o.�.t.:.......s.. it..M...e.t.o �.ie.i.......�.L...C.._1.1.o ..�..�._�..s.g.._ 111.E a z).M .................................... 700 6.1 . . . 4.9 ... .............................................................. -;1jL T 0.}sS E 700 ............... 6.1 . 5 ............;-T............................................................................................. 1 *. 1 . Y ;f rh . `..'?..%�. ��..'' n..f?� 0 0 6 .1 .........................5 ....................................... 500 6.2 .5.r.t... .. 5.3 ?'! 3c)T 0 V! ': ......................g..0.o....................,..�.:.2.....g.:z... 500 6.2 6.2 5.1..?.r..r. j�..ti .............�........ ...................................................................................... .. ...�.4.�..T..D.v?°......................... g.0.0........................9...8.....8.. ........ �... . L ..! i.... . 4 --? /4..x.�........... .. ....... .. ...... .... ..... C..O..R E -T E .N ...y.. .. C..O..... E.......... 1.......... I..... O.. t=............. 6 --3 /4 x 7 ...................................................................................... .. ....... f CORE -T E N ... .: .0..8........?......0.. g..3......... 6--3 /4 x 7 ..................................................................... .................1. i C O R E..-.T..E. N..................1...1..........€......0..g..g........'s ........8.......x.�.........................C..O. R E -TEN................. 8 --3 /4 x 8 GRADE .. M B ....8................O.r.7......... .........0.--AJ4..x. $............E......9... . k!?..E.... `r.... M... ...... l...A.1 O..-T..9E 12--314x9 ....... ....................... ............... ......... 0 RA D E 5 M B ................................. ........ 1 .38 ....... ........ 0.85 ...... ..2."3./4.X.9............ ...................................... ......G..R.A.D..E...S...M B 1 .4 4 ........................: 1 . 1.4.--3. 14..x. 9.................. a.. R. A.�..E...S...M.. 8................ 1 .5 1 .0 2 16--3/4x9 0 RAD E 5 M B 1.82 1 .02 20--.1..X..t.O...................0..R A D E 5 M B 1 .8 1 2 4--1 x 1 0 ........................................................................................ ; G R A D E 5 M B 2 28--1.25x15 ...7......A....L...L ............................... :8 THREAD ....... ..:.......... 2 ........... .....i 34--1.25x15..... 87 ALL THREAD 2 B Bid �; ova ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 14 THROUGH 24 INCH DUCTILE IRON PIPE SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25 can be expected in restraints under 16°. For larger sizes, movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. See ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8 —9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Epoxy coating optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (lbs) (psi) (psi) Deflection 14 10 42.8 350 700 2° ...m� 16 12 50.4 350 700 2° 18 12 57.4 250 500 1.50 20 14 66.0 250 500 1.50 24 16 83.3 250 500 1.50 UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0018 8/06 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Phone (425) 951 6200 • Toll Free 1 800 426 9341 • Fax (425) 951 6201 • www.romacindustries.com 57 August 27, 2007 ROMAC INn1ISTRIFS INC. 6UK RomaGrip"' Pipe Restraint 1-800.426-9341 Gland: Ductile (nodular) iron, meeting or exceeding ASTM A 536, O Grade 65-45-12. 1 F M Gaskets: 3-24" sizes: A standard MJ gasket is used with this fitting. See L �•oveo C ANSI/AWVJA C111/A21.11 for gasket specs. For 30-48" sizes, SBR in ac- = cordance with ASTM D2000. Other compounds available for petroleum, Torque Off Bolts high Assure the 113 C.) chemical or temperature service. proper torque is applied ; =, Restraining Bolt: Ductile (nodular) iron, meeting or exceeding ASTM A ' V 536-84. (3-24" sizes: 7/8 -9 roll thread), (30-48" sizes: 1 1 /4 - 7 roll thread) CL Restraining Lugs: Ductile (nodular) iron, meeting or exceeding ASTM A /) 536-84. Heat treated using a proprietary process. Coatings: Shop coat applied to the casting for corrosion protection in 'L transit. 0 Use: Ductile iron pipe 3" - 48", cast iron pipe 3" - 48" (same OD's as ductile iron), IPS size and STD steel 3" - 12" with transition gasket. Radial Pads Not for use on PVC pipe or plain end mechanical Joint fittings. contact the pipe and apply force evenly To Order: Specify catalog number. ROMAGRIP for Ductile Iron Pipe Accessory Pack (RomaGrip, Gasket, Bolts and Nuts) NOM. PIPE CATALOG T- BOLTS WEIGHT LIST PRICE CRATE SIZE NUMBER QUANTITY: SIZE (ea.) (ea.) QUANTITY 3" 3" RGAP-D 4: 5/e" x 3" 8# $42.50 54 4" RGAP-D 4: 3/4" x 31/2" 11 # 47.68 96 6" 6" RGAP-D 6: 3/4" x 4" 17# 57.24 72 8" 8" RGAP-D 6: 3/4" x 4" 22# 80.56 48 10" 10" RGAP-D 8: 3/4" x 4" 31# 116.30 30 12" 12" RGAP-D 8: 3/4" x 4" 37# 157.68 32 14" * 14" RGAP-I 10: 3/4" x 41/2" 53# 217.00 16 * 16" RGAP-1 12: 3/4" x 41/2" 62# 267.00 18" * 18" RGAP-1 12: 3/4" x 41/2" 68# 345.00 - 20 * 20" RGAP-I 14: 3/4" x 41/2" 78# 462.00 - 24" * 24" RGAP-I 16: 3/4' x 5" 98# 538.00 - 30 * 30" RGAP-1 20: 1" x 6" 295# 1,418.00 - 36" * 36" RGAP-1 24: 1" x 6" 380# 1,840.00 - 42" * 42" RGAP-1 28: 11/4" x 81/2" 595# 2,560.00 - 48" * 48" RGAP-1 32: 11/4" x 81/2" 730# 1 3,440.00 ROMAGRIP for Ductile Iron Pi e (RomaGrip ONLY) NOM. PIPE CATALOG T- BOLTS WEIGHT LIST PRICE BANDED SIZE NUMBER QUANTITY: SIZE (ea.) ea. QUANTITY 3" 3" RG-D 6# $30.68 5 4" 4" RG-D 7# 32.68 5 6" 6" RG-D 11# 38.08 5 8" 8" RG-D 16# 58.65 5 10" 10" RG-D 21# 86.80 3 12" 12" RG-D 28# 127.54 3 14"* 14" RG-I 41# 168.00 - 16" * 16" RG-I - 49# 220.00 - 18" * 18" RG-I - 56# 314.00 - 2Q * 20" RG-I - 64# 402.00 - 24" * 24" RG-1 - 81 # 467.00 - 30" RG-I - 250# 1 265.00 - 36" RG-I - 325# 1,630.00 - E42 42" RG-I - 479# 2490.00 - 48" RG-I 594# 3,265.00 - *This product is imported. For RomaGrip products manufactured in the US, see page 7-8 Catalog Nurrbers ending In "D" indicate a RomaGrip manufactured In the US. Catalog Numbers ending in "I" indicate an imported RomaGrip. ©• Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25" can be expected in restraints under 16". For larger sizes, movement of approximately 0.4" may be seen. If this is critical to your application please contact Romac Engineering for additional information. 7-6 August 27, 2007 ROMAC INDUSTRIES, INC. DOMESTIC 1-800-426-9341 RomaGrip T" and RomaGrip' for PVC RomaGripTM for Ductile Iron Pipe U 41- 8 Specifications for the RomaGrip are located on page 7-6. rn To Order: Specify catalog number. iv is DOMESTIC - ROMAGRIP Accessory Peck (RomaGrip, Gasket, Bolts and Nuts) NOM. PIPE CATALOG T- BOLTS WEIGHT LIST PRICE SIZE NUMBER QUANTITY SIZE (ea.) (ea.) 14" 14" RGAP - D 10: 3/a" x 4'/z' 53# $235.00 1611 16" RGAP - D 12: 3/4" x 41/2" 62# 290.00 18" 18" RGAP - D 12: 3/4" x 41/2" 68# 397.00 20" 20" RGAP - D 14: 3 A " x 41/2" 78# 490.00 24" 24" RGAP - D 16: 3 A " x 5" 1 98# 1 579.00 DOMESTIC - ROMAGRIP (RomaGrip ONLY) NOM. PIPE SIZE CATALOG NUMBER T- BOLTS WEIGHT LIST PRICE QUANTITY: SIZE 14" 14" RG -D 41# $174.00 1611 16" RG -D 49# 238.00 1811 18" RG -D 56# 342.00 20" 20" RG -D 64# 430.00 24" 24" RG -D t 81# 515.00 0 o for PVC Pipe q. Romayfore S. SpecificatiomaGrip are located on page 7-6.To Order:log number. R � r DOMES C - ROMAGRIP for PVC ACC sory Pack (RomaGrip for PVC, Gasket, Bolts d Nuts) NOM. PIPE OF RANGE CATALOG T- BOLTS WEIGHT LIST P E SIZE NUMBER QUANTITY: SIZE 14" 15.30 14" RG-PVCAP - D 10: 3/4" x 4'/2" 58# $A.00 1 17.40 16" RG-PVCAP 12: 3/a" x 41/2" 68# jA83.00 19.50 18" RG-PVCA - D 12: 3/4" x 41 /2" 80# 478.00 0" Z" 21.60 20" RG-PV - D 14: 3/4" x 41/2" 87# 586.00 24" 25.80 24" RG-P AP - D 16: 3/4" x 5" 112# 655.00 DOMESTI - ROMAGRIP for PVC (RomaGrip for C ONLY) NOM. PIPE RANGE CATALOG T- BOLTS WEI T LIST PRICE SIZE NUMBER QUANTITY: SIZE ea. 14" 15.30 14" RG-PVC - D 7# $240.00 16" 17.40 16" RG-PVC - D 53# 325.00 1811 19.50 18" RG-PVC - D 68# 412.00 20" 21.60 20" RG-PVC - D 72# 508.00 24" 25.80 24" RG-PVC - D 95# 575.00 Catalog Numbers ending in "D" indicate a RomaGrip manufactured in the US. Some initial axial movement may occur in lug style restraints as the lugs seat. MoveIt,directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25" can be expected in restraints under 16". For larger sizes, movement of approximately 0.4" may be seen. If this is critical to your application please contact Romac Engineering for additional information. 788 00 0 0 0 rn a� E 3 0 0 ROMAC INDUSTRIES, INC. INSTALLATION INSTRUCTIONS Read installation instructions first before installing. Check parts to ensure that no damage has occurred during transit and that no parts are missing. Also check the diameter of the pipe and the range marked on the restrainer to ensure you have the proper size. Style RomaGripMechanical Joint Retainer F■ FOR DUCTILE IRON PIPE 3% 48" & U� FOR STEEL PIPE 3"-12" (with transition gasket and minimum thickness schedule 40) ° Model UL Listed <FM> Approved RomaGrip RomaGrip RomaGrip Pipe Type DI DI DI Pipe Size, in. 3 —16 18 - 24 3 - 12 Rated Pressure, psi. 350 250 175 NOTE: Romac endorses the use of the RomaGrip fitting for use on steel pipe with a minimum thickness of Schedule 40 pipe. This application is not UL Listed or <FM> Approved. NOTE: Not for use on polyethylene pipe, plain end mechanical joint fittings or PVC pipe. Step 1 • Check the parts to insure that no damage has occurred during transit and that no parts are missing. Step 2 • Clean pipe end for a distance of at least 2" past where the gland will sit. Step 3 • Check area where gasket will seat to make sure there are no dents, projections, gouges, etc., that will interfere with the gasket seal. Step 4 • Place gland on pipe. Step 5 ' Lubricate the gasket and pipe surface with soapy water or other suitable gasket lubricant. itep 6 • Stretch gasket over pipe ith beveled edge toward the bell. Step 7 • Insert pipe in mechanical joint fitting and insert bolts. Y: Step 8 • Tighten T-bolts evi alternating to diametrically oppc positions at approximately 20 ft increments to the recommende torque for your size RomaGrip. Recommended Torque: 3" RomaGrip: 45-65 ft-Ibs. 4 - 24" RomaGrip: 75 - 90 ft-Ibs. 30 & 36" RomaGrip: 100 - 120 ft-Ibs. 42 & 48" RomaGrip: 120 - 150 ft-Ibs. Note: 90 ft-Ibs. torque = 12" wrench w/90 lbs. force For best results, wait 10 minutes and retighten bolts to proper torque. Step 9 • Tighten the restrainer bolts until the restraining pads touch the surface of the pipe. The bolts should be tight- ened in a uniform criss- cross pattern, until the heads break off above _ the notch. �l O I 21919 20th Avenue SE • Suite 100 • Bothell, WA 98021 - Phone (425) 951-6200 • 1-800-426-9341 - Fax (425) 951-6201 ROMAC FIR'M INDUSTRIES, INC. u INSTALLATION INSTRUCTIONS Style RomaGrip Mechanical Joint Retainer FOR DUCTILE IRON PIPE 3"-48" & FOR STEEL PIPE 3"-12" (with transition gasket and minimum thickness schedule 40) 1. Check diameter of pipe to make sure you are using the correct size RomaGrip; also check gasket to make sure it is the size you think it is. 2. Be sure to clean pipe of as much dirt and corrosion as possible in the area that the gasket will seal. 3. Lubricate both the gasket and the pipe end with soapy water or approved pipe lubricant per ANSI/AWWA C111/ A.2-.11. 4. Pala<e sure no foreign materials lodge between gasket and pipe. 5. Avoid loose fitting wrenches, or wrenches too short to achieve proper torque. 6. Keep threads free of foreign material to allow proper tightening. 7. Take extra care to follow proper bolt tightening procedures and torque recommendations. Bolts are often not tightened enough when a torque wrench is not used. 8. Be sure that the gland is centered around the pipe. 9. Pressure test for leaks before backfilling. 10. Backfill and compact carefully around pipe and fittings. 11. Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25" can be expected in restraints under 16". For larger sizes, movement of approximately 0.4" may be seen. If this is critical to your application please contact Romac Engineering for additional information. 1. T-Bolts are not tightened to the proper torque. 2. Rocks or debris between pipe and gasket. 3. Dirt or debris between pipe and restraining pad. 4. Dirt on threads of bolts or nuts. 5. Restraining bolt heads not snapped off. 6. Nat enough pipe inserted into bell. 7. Nat using a transition gasket when using the RomaGrip on IPS size steel pipe. 8. Using the RomaGrip on IPS size steel pipe with wall thickness thinner than schedule 40 steel pipe. 1. Make sure pipe is not pressurized. Removing the restrainer could cause the pipe joint to separate. 2. To remove the RomaGrip restrainer, use a 5/8" hex wrench or socket. 3. To -eassemble, follow installation procedures. For 3-24" tighten the restraining bolts using a 5/s" hex wrench to 5 ft-Ibs. minimum. For 30 - 48" tighten the restraining bolts using 15/16" hex wrench to 110 - 135 ft-Ibs. 21919 20th Avenue SE - Suite 100 • Bothell, WA 98021 • Phone (425) 951-6200 • 1-800-426-9341 - Fax (425) 951-6201 In 1975 Clow recognized the increased requirements and escalating maintenance cost of water systems in the United States, Clow responded by introducing the first R/W (Resilient Wedge) Valve in America. This introduction revolutionized the valve market in the U.S. Clow is the first to introduce and still leads in the Design and Technology of the Bubble - Tight Resilient Seating Valve. The Clow Valve with its unique features and benefits is the first to be manufactured with both AWWA and U LFM Approval for all water system requirements. RECOMMENDED SPECIFICATIONS FOR RESILIENT WEDGE GATE VALVES CLOW VALVE COMPANY Valves shall conform to the latest revision of AWWA Standard C-509 covering resilient seated gate valves and be approved by ULFM, The valves shall be either non -rising stem or rising stem, opening by turning stem left or right and provided with 2'' square operating nut or handwheel with the word Open and an Arrow cast in the metal to indicate direction to open. The wedge shall be of cast iron completely encapsulated with rubber. The sealing rubber shall be permanently bonded to the cast iron wedge to meet ASTM tests for rubber metal bond ASTM D429. Valves shall be supplied with o-ring seals at all joints. No flat gaskets allowed Stems for NRS assemblies shall be cast bronze with integral collars in full compliance with AWWA. OS & Y stems shall be bronze. The NRS stem stuffing box shall be the o-ring seal type with two o-rings located above thrust collar and one o-ring below. The two o-rings above the thrust collar shall be replaceable with valve fully open and subjected to full rated working pressure, There shall be two low torque thrust bearings located above and below the thrust collar. The stem nut shall be independent of the wedge and shall be made of solid bronze. There shall be a smooth, unobstructed waterway free of all pockets, cavities and depressions in the seat area. The body and bonnet shawl be coated with fusion bonded epoxy both interior and exterior, complying with AWWA C550 and be NSF 61 approved. Each valve shall have maker's name, pressure rating and year in which manufactured cast on the body. Prior to shipment from factory, each valve shall be tested by hydrostatic pressure equal to requirement for both AWWA (twice the specified working pressure) and 400 PSI ULFM requirements. DELRIN THRUST BEARINGS ABOVE AND BELOW THE THRUST COLLAR REDUCE FRICTION AND MINIMIZE OPERATING TORQUES. ELECTRO-PLATED NUTS AND BOLTS PROVIDE LONG -LIFE CORROSION PROTECTION, 1 LONG, TROUBLE FREE LIFE WITH HIGH STRENGTH, NON -CORRO- SIVE BRONZE STEM AND STEM NUT. 100% COATED WEDGE ENSURES BUBBLE -TIGHT SEAL EVERY TIME UP TO 250 PSI. WITH TWIN SEAL DESIGN. SMOOTH, UNOBSTRUCTED WATERWAY IS FREE OF POCKETS, CAVITIES, AND DEPRESSIONS ALLOWING FOR MINIMAL FLOW LOSS AND LOWER PUMPING COSTS. ALL VALVES ACCEPT FULL SIZE TAPPING CUTTER. TWO O-RING SEALS ARE REPLACEABLE WITH THE VALVE FULLY OPEN AND SUBJECTED TO FULL -RATED WORKING PRESSURE. ALL VALVES ARE RATED AT 250 PSI FOR AWWA SERVICE AND 200 PSI FOR ULFM SERVICE. ALL VALVES ARE HYDROSTATICALLY TESTED TO 500 PSI. O-RING SEALS AT STUFFING BOX AND BONNET TO BODY FLANGES TO ENSURE THE BEST POSSIBLE SEAL. NO FLAT GASKETS. CLOW CORROSION RESISTANT FUSION - BONDED EPDXY COATING, CONFORM- ING TO AWWA C-550 AND NSF61 AP- PROVED, PROTECTS BOTH INSIDE AND OUTSIDE OF VALVE. PADS ON THE BOTTOM OF ALLVALVES KEEPVALVE IN UPRIGHT POSITION FOR EASIER STORAGE AND PROTECTION FROM THE ELEMENTS. + i i � Ja + A � ♦ p � + M a i _1 7 OTT: lr Is ,ec c,-r. rr, ended €hat 'a volves be 1nt Bled want in row se voge or shidge + o - C tlpplicoll 'ns of in w0fer excevi 4ve 1'ed; # ent, 1 Model 263912640 11/i In 7r i-!/.t f & A/2 141 13117'� �€J2 ;3/;' _ ".t .11/: PA /. io _. 6 3f4 9 IJA 2 [ 1( `5. 1/7 7-716 - 19 5 VA;6 t 12 5 i J-: 12 S ..f2 19 1J2 $!12 @1/2 - -! §�l '4-j�i 61 t1? �:t 2 J 'a.� ,�. 1# l�3t<d 1/4 251/2 €(}€% - alb^! i 11 pia 16 11.3/ . s. 1d 1/A i1.1/2 17` 14 10-31 _lt# 11.1/ + avv 81h - - "'I I Is 12-2/8 Is 1375 Mcgm,-fic Avenue w.W 902 South 2nd Street Cofemo, Calitornlc 92879 Oskolooso. lowo $2577 Mono 9S1-735-5555 Phone 641-673-8611 Fox 951-736-0837 fax 641.673-8269 A Div�ticn of Mc Won*, 1ncorpolrCtfpo www,ctowvoivo.com /3kCe!0#1" 40 OC97 14"-24" R/W VALVE AWWA SERVICE Performance Information CLOW VALVE COMPANY MODEL 2636 1. Valve complies with AWWA C515 specs where applicable. 2. Valve is rated at 200 psi working pressure. 3. Valve is bubble -tight at all pressures up to full rated pressure (200 psi). 4. Valve is capable of bubble -tight seal at twice the rate pressure (400 psi) for short periods of time, 5. Valve has been subjected to torques 150 percent of the designated minimum required torques. 6. Valve has been cycle tested 5,000 times without loss of bubble -tight seal. 7. Rubber to iron bond on wedge is inspected for strength as per ASTM D 429 specification. R/W RESILIENT WEDGE GATE VALVE Product Analysis CLOW VALVE COMPANY MODEL 2638 Features Benefits No leakage —no loss of water Bubble Tight Closure at 250 psi (2'-12") 200 psi (14"-24") (AWWASERVICE) Smooth, Unobstructed Waterway High flow characteristics • 100% smooth passage without turbulent flow • No sediment build-up • Will not impede travel of line cleaning tools Only Three Internal Parts • Virtually maintenance free No Seat Rings • Nothing to be damaged by scoring Delrin' Anti -Friction Thrust Bearing • Operating torque to close and open held to absolute minimum Solid, Bronze Stem Nut and High • No corrosion Strength Bronze Stem • Trouble -free service Stem Nut is Self Centering • Eliminates possible stress on stem and wedge Two •O" Ring Seals Above Stem • Can be replaced with valve in service Thrust Collar High Strength Iron Wedge Fully • Trouble -free service with minimum Encapsulated with Rubber maintenance Permanently Bonded to Metal. • No leaks —no wear Wedge Design Incorporates Two Seating Surfaces. 'DuPont Tradnark Complies with applicable requirements of AWWA C515 14"-16" R/W VALVE NRS ASSEMBLY MATERIAL LIST I CLOW VALVE COMPANY MODEL 2638 ITEM DESCRIPTION MATSRIAL ASTM SPEC. I HEX HEAD BOLTS ZINC PLATED STEEL ASTM A307 GRADE B 2 FLAT WASHERS ZINC PLATEO STEE. ASTM A307 GRADE e 3 OPERATING NJT OR HANCWHEEL CAST IRON ASTM A126 CLASS 8 4 HEX HEAD BOLTSSNUTS ZINC P_ATEO STEEL ASTM A307 GRADE B 5 FOLLOWER PLATE DUCTILE IRON ASTM AST6 GR. 6- 45-12 6 STEM O-PING SUNA h ............................. 7 FOLLOWER PLATE O'RING Sum N .............................. 6 BONNET BUSMNG BRONZE ASTM B561 CDA 936 10 STEM BRONZE ASTM B58/ CCA 861 11 HEX HEAD BOLTS&NUTS ZWC PLATEC STEEL ASTM A307 GRADE B 12 COVER DUCT.LE IRON ASTM A536 65-45 12 13 COVER O-R.NG BGNA-N ..... ........................ . 14 STEM NLT BRCNZE M M B564 CCA 636 15 WEO3E DUCTILE IRONI SBR ASTM B536 8545.12 16 BOOY-ALL TYPES DUCTILE IRON ASTM A5365515-12 17 WEDGE PROTECTOR CAP-18'-THRU 20 DELPIN ............................ Complies with applicable 14"-16" R/W VALVE MJ ENDS requirements Of AWWA C515 GENERAL DIMENSION 4 CLOW VALVE COMPANY MODEL 2638 F-6100 A-21.11 VALVE SIZE A B C D E F G H 14 17 8.5 3.5 20.25 37.75 10-3/4 1 18 14'/4 16 17 8.5 3.5 22.5 37.75 12-3/4 18 16'/4 Complies with applicable requirements of AWWA C515 14"-16" R/W VALVE FLANGE X MJ ENDS GENERAL DfMENSION CLOW VALVE COMPANY MODEL 2638 _­_ ...___ F-6106 I H— Flange Ends per ANSI 916.1 J— MJ End per A21.1 VALLEE A B C � D � E i F 1 G j H J K 14 17 8.5 3.5 20.25 21 ! 1.38 1 37.75 12-1 10-3Y, 18 16 16.5 8.5 3.5 22.5 23.5 ! 1.50 1 37.75 16-1 18 EAST JORDAN IRON WORKS, INC. 13/ 16" �FCO P.O. BOX 439 EAST JORDAN, MI. 49727 1-800-874-4100 [21 m m ®� CL 35B 366952 FAX 231-536--536-4458 DRAWN TCL DATE 04/18/06 APPROVED DATE MO/DAY/YR �® X pE V5P' VALVE BOX 1N COVER PLAN VIEW \-1 " RAISED FLAT FACE PRODUCT NO. GOTHIC LETTERING BOTTOM (RECESSED) 00366952 VIEW CATALOG NO. o 81 3669A1 [203mm] [25mm] REF. PRODUCT DRAWING / 00366942 SLD. _ 6 3 4 1 [171 m m ] 2 3 / 4" EST. WT. 1 [70mm] COVER: 11 LBS 5k 9 9 / 1 6» OPEN AREA [14mm] T=1 N/A MAT'L SPEC. COVER - GRAY IRON 5/ 16 ASTM A48 CL35B [8mm] 5 1 /2" [ 140mm] LOAD RATING SECTION VIEW HEAVY DUTY 'ARTING TOP VIEW 15/16" [24mm] _ 3/4" [19mm] SIDE VIEW 18" [457mm] 1 ff 0 6 5/8" [25mmT— I [- [168mm] 0 7" 0 6 1 /8" [178mm] [156mm] o /t [203mm] [13mmy�l 1 1 /4" [32mm] SECTION VIEW 0 7 1 /8" 0 9 1 /8„ [181 mm] [232mm] 5 3/4" [146mm] EAST JORDAN IRON WORKS, INC. P.O. BOX 439 EAST JORDAN, MI. 49727 1-800-874-4100 FAX 231-536-4458 DRAWN DATE TCL 1 12/11/04 APPROVED I DATE 18" VALVE BOX TOP SECTION PRODUCT NO. 00366918 CATALOG NO. 3669 18T REF. PRODUCT DRAWING 00366918 EST. WT. VLV B TOP: 34 LBS 15kg OPEN AREA N/A MAT'L SPEC. VLV B TOP - GRAY IRON ASTM A48 CL35B LOAD RATING HEAVY DUTY CLOW �3►��M�a JALLICI 13L FIRE PROTECTION Designed and built to provide unsurpassed fire protection, the Clow Medallion is clearly a step in front. Utilizing com- puter developed data, Clow engineers painstakingly sculpted interior surfaces to provide the smoothest possible waterway, resulting in the lowest possible loss of head through the hydrant. The result? More water to the nozzles faster, With the Clow Medallion, it's performance that counts. MAINTENANCE While providing fire protection is a hydrant's primary func- tion, ease of maintenance and repair are valid concerns of maintenance crews, Extraordinary steps were taken to ensure that the Clow Medallion can be routinely serviced and repaired easily. All working parts are readily accessible from the top of the hydrant, I-YEAR10-YEAR LIMITED WARRANTY The Medallion equals or exceeds the requirements of the American Water Works Association (AWWA). Also it has been listed by the Underwriters Laboratory (UL) and is approved by Factory Mutual (FM), Structurally and opera- tionally this is clearly a superior Fire Hydrant, It's easy to see why it carries a full 10-year limited warranty on materials and workmanship. CLOW VALVE COMPANY 902 South 2nd Street • Oskaloosa, Iowa 52577 Phone 641-673-8611 Fax 641-673-8269 www,clowvalve.com A Division of McWdno, incorporated MOISTURE PROTECTION i Durable cast iron weather cap combines with one piece bronze operating nut and o-rings to ensure reliable corrosion -free operation under all weather conditions. LUBRICATION RESERVOIR -r" 0-ring seals keep the oil in and water out. Reservoir may be filled easily without disassembly. COMPUTER DESIGNED CONTOURS All interior components individually designed to vide the lowest possible loss -more water -faster. were SAFETY STEM COUPLING � SYSTEM Breakaway parts shear cleanly below the top of the barrel, preventing nozzle section damage or opening of the main valve. BRONZE TO BRONZE Bronze seat ring threads into bronze drain ring for corrosion - free protection. BRONZE UPPER VALVE PLATE Computer contoured shape means less turbulence - smoother flow COMPRESSION SEATING - High durometer rubber valve closes with the water pressure for a positive seal. ANTI -FRICTION Thrust bearings above and below the bronze thrust collar provide low -torque operation even at 250 psi working pressure. BONNET SEALS Standard o-rings secure mating flanges and sealing throughout the MEDALLION. All o-rings are dependable and easy to replace. BRONZE NOZZLES Corrosion -resistant, able bronze nozzle seals for water -tigh s t field -replace - have o-ring connections. NUTS & BOLTS Are electroplated to long life. provide DRAIN VALVE Rubber valve facing provides tight, long life seal. Bronze seat ring has 360 degree drain channel. Double ports flush with each use. HYDRANTSHOE Shaped for low turbulence and maximum flow, the shoe is offered in a variety of end connections. LOWER VALVE PLATE Bottoms out in the bottom of the strengthened shoe. Prevents valve from falling below seat ring. PADS Pads on hydrant shoe give surface areas for standing blocking hydrant. large and PRESSURE LOSS vs. FLOW a_ cn 0 Lt# Cie D Cn Un W a CL 5 No 0 200 400 600 Soo 1000 FLOW (GPM) ACCESSORIES SEAT REMOVAL WRENCH -A light weight universal combination tool is used to remove the main valve compo- nents. The bronze seat ring unthreads from the drain ring by engaging the wrench with the upper stem pin. THRUST NUT WRENCH The wrench ftfs the thrust nut for easy removal. LUBRICATION -The lubrication reservoir is filled with grease during manufacture. To add lubrication, remove the weather cap and put the lubricant into the reservoir through the opening on the top of the operating nut, or remove operating nut and fill lubrication reservoir with grease or oil. EXTENSION KIT -Contains everything required to extend the stem and barrel. Available in b" increments, SAFETY -FLANGE REPAIR KIT -Includes safety flange, stem coupling and pins, flange o-rings, all bolts, nuts and hardware to repair a hydrant damaged due to a traffic accident. MAIN VALVE SEAT REPAIR KIT -Contains two drain valve facings and pins, seat ring o-rings. lower valve plate lock washer, main vave seat, container of lubrication. BONNET REPAIR KIT-C:,ompiete with o-rings for the bonnet, stem and thrust nut. Operating nut thrust washers and lubrication. When placing orders, requesting quotes or submittals, please furnish the following information: • quantity of hydrants, accessories, and maintenance kits required • size of main valve opening: 4712 or 51;4 inches • size and number of hose nozzles • size and number of steamer nozzles • hose and pumper nozzle thread specifications • type of inlet connection • depth of trench or bury • direction of cpening • size and shape of operating nut, weather shield and cap nuts • color desired: • town or municipality Det, Qty, Description Material r"i i Oper-iting Nut O-Ring NBR ope%:Iting N,If jirwjsj 4--arings DeIrin Operatxng Nuf Bronze V-4 1 Upper Stern Jam (Opfiof") 5 3 Uppe- stem sleev� 9 rye; upper Stem Sleeve O-Rin�j NBR I Upper Stem C RS M-8 I Upper Stour Pin St 1, M-9 2 S*,'.Ifel'i -Coupl!rIg Colter Pins Stainless Steel M-10 I S0feiy Stem Cn-upling Steel L'Jbing M- 11 2 Sorevy C,,uping Pins Stainless Steei. M-12 I LOW(- Stahl C f-16 3 1 Low,,)" Stem Pin .5 JI Drain Valve g Pir S!,) nless Steel [0 16 2 '1/afvFt Fa; -jrq f,ot.,Je, 1-11 1 Upper vciv� Plate Brr,�, M, I Seat Ring Uppor O-Rin,,.4 NBR I Seot Rino Bronze I Seclf Ring Lcwer (D-Ring NSR M, 2 1 (b'owi Volvo, R,bber Rubber t,1-22 1 Lower V-,i;'.' P U;Ckwish-,r Slclinl,;=ss Sf&el fV! �4 1 Lower I r e Plate, Bfonzo or Cast k,,', f, I - 25 1 'We"lihof CUP Hold -+own Screw Zinc M-126 1 Weather Cop ccj5, M-27 I Thrust Nut M8 I P)mSt Nut G-Ring NB,',, 4 Bonn.;,t Bc4m & Nuts zif Ic pk7led SI, —1 6 c n n at Cost Ircn, ,Vi .31 2 Stem 0R.rlgs NBR M....32 1 Bonin O-Ring TIJBP No7zle, Sh -1, ic-n cast Iron M,^11 I PUMPci 1`40Z7:0 Lock Slcjlnitss Steel !V-35 1 Pumpor Nloaki O-Rhg NBR %.I._'6 1 Pumper f"lom" ze M 3? 1 Ptjmr.,jer 1,.1027le Gc�,,ket Rut�beq M-38 I Pumper Nozzle, Cop cost Iron ,v', - Nl 2 Ho.so, Nozzle L.nck S!oinless Steei M-40 l-4i,,, NBP 1',0-41 22 Hoso Nozzle Bronze M-42 2, llo�,e Nozzle G,,-)sket Rubber M-43 2 Hose, Nc)7zie (.:,ip COO Iron M-44 1 Ch'ain zinc piol*eu' Steel M 46 S Rafe:y Florwje. 110,ts & 'NUTS Zinc Fir,--i Stee!, M-47, I S, -a fe? - '.? Flange. O-Ring N8R M-48 I Bnae. . 1,4.-ver Flange DUClift- M-49 2 Safc-,--i Ficinge Cost ifoo rV41-50 1 Barre DucNe Iran Pipe f", - 5 1 8 snoe bots 6 Nuts Zin-c' pl-,toj titee! %! -52 1 Barre Lower Honge Du(-,:q M-153 2 Drain Ring?O-Rings M - 154 1 Ring M-7 1 M-58 —* M-29 M-29 M-33 M-446 M-47 M4-49 N 1-4 6 M-51 M-51 M-25 M-26 M-27 M-28 t--M-34 M-39 M-35 M-40 M-36 M-41 M 37 M-42 M-38 M-43 M-44 —M-48 M-50 M-3 M-2 M-52 46—M-2 6 M-4 --M-53 M-5 —0 M-6 -M-54 M-8—, M-7 M-53 M-57 M-12 --,, I"I M -I I M-15 M-16)" M-17 M-18— M-19 M-20 Nl-21 M-22-6 M-24 CLnR10 &aF[-,-a1r1ff_'!Am 1. Fire Hydrant shall be manufactured in accordance with AWWA standard C502, be listed by Underwriters Laboratorie Inc. and have Factory Mutual Research approval... 2. Fire Hydrant shall be designed for 250 psi working pressure and tesied to 500 psi Hydrostatic pressure. . Fire Hydrant shall be backed by manufacturer'sI 0-yea r limited warranty, 4. Fire Hydrant shall be dry -top center stem construction having an O-ring sealed lubrication reservoirj 5, Fire Hydrant shall be manufactured with operating nut and thrust nut made of bronze, with bearings located both abov( and below the thrust collar and with o ating nut protectec by a cast-iron weather shield. 6. Fire Hydrant shall be manufactured wi srr�earllq' locked into the barrel and having O-(ding pressure seals. d. Fire Hydrant shall be a "Traffic Model," complete with safety f flanges and steel stem coupling, Nozzle section must rotate 360 decrees. 3. Fire Hydrant shall be m Mciult:,-u WI MOIn va Ve sea ring of bronze threaded into a bronze drain ring. A 350 degree drain channel shall have a minimum of two drain oulets. 90 Fire Hydrant shall have an upper valve plate and two rubber facings that activate the drain ports. 10, Fire Hydrant shall be manufactured with a lower valve plate that bottoms out in the shoe for a maximum opening. 11. Fire Hydrant shall be manufactured with a minimum main valve opening of 41/2 or 51/4 inches. 2. Fire Hydrant shall be the CLOW MEDALLION as manufactured by the :low Valve Company or approved equal. 902 South 2nd Street • Oskaloosa, Iowa 52577 Phone 641-673-8611 Fax 641-673-8269 www.clowvalve.com A Division of tvlc Wane, 1n;-:lrporoted CECCIiNTI Phone: Fax: LETTER OF TRANSMITTAL WE ARE SENDING YOU THE FOLLOWING: ® Attached ❑ The following items under separate cover: COPIES DATE NUMBER DESCRIPTION 1 8/29/07 1 Aggregate Submittal " Franklin Ridge" I 8/29/07 ' Striping Submittal "Apply A Line" I 8/29/07 HMA Submittal " Northwest Asphalt" 1 829/07 4 DI Pipe Submittal "HD Waterworks" I 829/07 Concrete Mix Submittal " Wilson Concrete Construction" I 8/29/07 C Pre cast Concrete Catch Basins " Shope Concrete" THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For approval X For your use ❑ As requested ❑ Resubmit for correction For review and comment ❑ For your signature Remarks: ❑ Approved as submitted ❑ Approved as noted ❑ Executed copy for your files ❑ Other Signed: Title: PROJECT ENGINEER JOSHUAH HELM CECCANTI INC 6ENFRAI CONSTRUCTION 4116 OROOKOA11 RO. I. TACOMA WA 08446 (2531531.2080 FAX 125315371043 Request for Approval of Material FA Number I SR I Date Project No. WTR-27-3344 Benson Road 8-24-07 Section County King r Ceccanti Inc For assistance in completing, see Instructions and Example Subcontractor For WSDU I Use Unly RAM # Bid Item No. Material or Manufacturer's ProductfType Name and Location of Fabricator, Manufacturer or Pit Number Specification Reference PE Appr'I Code pprI Appr'l Code File No. 18 Pipe Zone Bedding Franklin Ridge Pit # PS-A-514 9-03.12(3) 18 Trench Backfill Franklin Ridge Pit# PS-A-514 9-03.19 20 3/4 minus (C.S.T.C) Franklin Ridge Pit# PS-A-514 9-03.9(3) Project Engineer Joshuah Helm Date 8/24/07 State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg. Cert. of Compliance for'Approval' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Conditionally Approved: Only 'Approved for Shipment' or 'WSDOT Inspected' material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution 11 Contractor Region Materials General File Signing Inspection 0 Region Operations Engineer State Materials Lab Fabrication Inspection ❑ Other DOT Form 350-071 EF Revised 8/04 Print For m Aggregate Source Approval Report Page 1 of 2 AW ` o partme°n State DepartmentWSDOT MATERIALS LAB 08/24/2007 Aggregate Source Approval Report Owner: Interwest Development Aggregate Source: PS-A-514 Leasee: Known as: Franklin Pit Located in: SW 1/4 Section 30 T21N R7E County: King Remarks: 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 Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pipe Blending Sand Foundation Material for Classes A, B or C Gravel Backfill for Drains and Drywells Gravel Backfill for Foundation 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: 06/30/2005 Expiration Date: 06/30/2010 Drainage: Free R Value: 72 Swell Pressure: 0 Currently approved as a source of aggregate for: Bank Run Gravel for Trench Bkfl Gravel Base Acceptance tests need to be performed as necessary Mineral Agg. and Surfacing: Absorption: Apparent Sp. G.: Deg: 42 LA: 15 Currently approved as a source of aggregate for: Test Date: 06/22/2005 Expiration Date: 06/22/2010 Bulk Sp. G. (SSD): 2.718 Bulk Sp. G.: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: Expiration Date: ASR - 14 Day: ASR - One Year: CCA Absorption: CCA Sp.G: FCA Absorption: FCA Organics: FCA Sp. G: LA: Mortar Strength: Petrographic Analysis: Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of AGGREGATES for PCC is required prior to use. Riprap and Quarry Spalls: Test Date: 06/22/2005 Expiration Date: Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.718 Bulk Sp. G.: Deg:42 LA:15 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a http://www.wsdot.wa.gov/biz/mats/asa/ASAReport.cfm?prefix=A&pit_no=514 8/24/2007 Aggregate Source Approval Report Page 2 of 2 source of RIP RAP AND QUARRY SPALLS is required prior to use. Distribution: Physical Testing Project Engineer. Aggregate Source Approval System Region Operations Region Materials http://www.wsdot.wa.gov/biz/mats/asa/ASAReport.cfm?prefix=A&,pit_no=514 8/24/2007 03:49 P1,1 APPL`i' A LINE FAX No,253-939-9925 P,002 .AUG-27-2007—MON MAY-31-2007 16:31 FP.OM;ENNIS 5033611029 T0:253 939 9925 P.2/2 f 1 675 COMMERCIAL ST. NE , Salem, Oregon 97303 May 31, 2007 Apply -A.- 'Line To Whom It May Conccrn: Cerlifl,cation Ennis Paint Inc, certifies that our product(s) 934761./ IIW8W1 (white) and 984761/EW8Y2 (yellow) meets the State of Oregon and Washington Solvent Base "traffic Marktug Paint Specifications. j if you should have any further questions, we can be reached at 800-835-3357_ Sincerely, Emus Paint, Inc. U mxi.�" Bill Hcibcr -1-echnical Director AUG-27-2007-MON 03:49 P111 APPLY a, LINE FAX No,253-939-9925 P,003 Ennis Paint CERTIFIED TEST REPORT Re* Certification, White Alkyd Granular Thermoplastic Formulation Code: W5&SGX-IA 885560 Batch # CTP70627W961 Date of Manufacturing 6127/07 Quantity: 44000 lbs. Item Composition Binder 18 Min 19.5 Glass Beads 30 - 40 30.2 Titanium Dioxide 10 Min 10.1 Calcium Carbonate 42 Max 40.6 Physical Characteristics after 4 hours @ 4250 F Rd. Reflectance 75 Min 78,1 Yellowness Index 15 Max 10 WaterAbsorptlon _5% Max 0.3 Bond Strength 150 p.s.l Min 300 Specific Gravity 1.9 —2.5 2.05 Impact Resistance 10 in. Ibs 12 Softening Point 215 +/- 15 F 215.9 Indentation Resistance @ 115 F 65 min 71 Indentation Resistance @ 77 F 95 min 98 Indentation Resistance g 40 F 95 min 98 Glass Beads (From manufacturer's certification) AA$t fO M-2474 Refractive Index 1.50 Min 1.50 Percent Spheres 70 Min 76 Percent Passing Sieve: 20 100 100.0 30 75-95 86.4 50 15-35 22.0 100 0-5 3.8 CERTIFICATION, I certify that the material described above meets all the requirements for the State of Hawaii specification 755.05. Signature Representative Title =ANOCE AL SEALTAVERNIERLIC - OREGONN NO. 4120671509 S Kaufman EnnisTX 75119 800 331 8118 IP,ES NOV, 24, 2010 AUG-27-2007—MOO 03:50 PTA APPLY A LINE FROM :ENNIS PAINT FAX No, 253-939-9925 P, 004 FAX NO. :6613280504 Jun. 28 2007 11:51AM P1 -; 200th 2nd Street Bakersfield Ca, 93304 " "` "'� '"`"" "�'ID" "" Phone; 661-328-0503 Fax; 661-328-4504 CERTIFICATE OF COMPLIANCE -PRETEST DATA Batch Number: CTP70515YB81 Color: YELLOW DOT Lot # Binder Type: ALKYD Product # 865451 Application Type: SPRAY Product description Y1 E-5GS-1C Date of Manufacture: 5/15/2007 i Quantity Produced 22 TON Sampling Method THIEF Item Required Found Binder Content i 18% Min 21,12 Bead Content 30% - 35% 32.6 i Brookfield Viscosity @ 218' C Low —Viscosity <4 Poise 2.1 Hardness 45 - 75 55 Daylight Reflectance (Y) Yellow 42 - 59 45.94 Color (yellow only) I Match Fed $td 595b #33636 Peae CERTIFICATION: I certify that the msterial described above meets the requirements of State of California Department of Transportatlon Specification for Thermoplastic Traffic Striping Materlal, Alkyd Re9in Binder, White and Lead— e Yellow 5 c # PTH-02 Alkyd contact intormation: Robert Knapps Signaturd QC Technician Phone: 801-328.0503 email: robert@ennispaint.net Date: 5/18/2007 Contract #; DOT Test #: C070824 AUG-27-2007—MON 03:50 PM APPLY A LINE FAX No,253-939-9925 P,005 Apr 22 04 02:25p Henry Company [918]665z270 p•= ICOMpAhlY April 22, 2004 1VIr. slap Harrison Alpine Products Inc. 117 G. Street Auburn, WA 98001 Re: Flexible Dotstick Dear Skip, Hetzry's Flexible Dortsfi& Hot Melt Bituminous Marker Adhesive has passed all requirements set forth by the State of Washington Department of Transportation. Batch N has been tasted at the lab and shown to pass all specifications. If you have any questions, please do not hesitate to call me. Sincerely, Randy ozel 10144 Mter=n Road • Ok GroVe, CA 95624 • (916) 685-2000 • FAX (916) 685-2270 ■ WWW.henry.com CorPurate HeaaQwWrs 2911 s/ausan Avenue • Huntington Part. CA 90255 AUG-27-2007-MON 03:50 PM APPLY A LI1-1 FAX No,253-939-9925 P. 006 >a Date: 5/30/07 Received IIIAI — 2 Order No. 92735 n Is �� ijer "� C88ERW Lot No.: 09BV101 Quantity: 2,200 P.O. Number: 215737 We certify that the Stimsonite Prismatic Retro -reflective Pavement Marker listed above as furnished against the subject order was manufactured at the facility of Ennis Paint Inc., Niles, Illinois. The material has been through a quality assurance and control program Test values on representative samples are recorded below: Optical Performance Optical Performance (Specific Intensity ASTM D4280) Sample #1 #2 #3 #4 #5 10.7 — 2.2 11.3 — 2.2 7.2 — 2.2 7.4 — 2.6 7.5 — 2.8 Optical Performance (Steel Wool Abrasion Test, ASTM D4280 ) Horizontal Entrance Angle: 0°: 6A 2011: 4.1 Physical Properties: Strength, 2000 min (ASTM D4280): 2,762 — 3,144 Impact (ASTM D4280): Temperature Cycling (ASTM D4280) Subscrib d & sworn to before me this day of a a a - HACERT Pass, 10 of 10 Pass, 10 of 10 " OFF en: Debra R. Goldenberg Notary Public, Stnte of Illinois MyCommi Sion Exp. 09/U91 s Sincerely, �IW&A & Elswith Castillo Ennis Paint, Inc. Quality Control Effective 6/5/06 Revision # 4 AUG-27-2007—MON 03:50 PM APPLY A LINE FAX No.253-939-9925 P.007 NIS Date: 5/30/07 ROCeived '� • 8 Zt7oj ; AAL r nnr% Order No. 92735 Ennis Part Number C88AY Lot No.: 12DV101 Quantity: 4,800 P.O. Number: 215737 We certify that the Stimsonite Prismatic Retro -reflective Pavement Marker listed above as furnished against the subject order was manufactured at the facility of Ennis Paint Inc., Niles, Illinois. The material has been through a quality assurance and control program Test values on representative samples are recorded below: Optical Performance Optical Performance (Specific Intensity ASTM D42L Sample #1 #2 #3 #4 #5 7.7-7.7 8.4-8.5 8.6-10.8 12.0-12.1 12.2-12.2 Optical Performance (Steel Wool Abrasion Test, ASTM D4280 )_ Horizontal Entrance Angle: 0": 5.1 — 5.4 20 3.3 — 3.5 Physical Properties: Strength, 2000 min (ASTM D4280): 2,553 — 3,101 Impact (ASTM D4280): Pass, 10 of 10 Temperature Cycling (ASTM D4280): Pass, 10 of 10 Subscribed & sworn to before me this 30K day of IfIA-1,�i d°} W�,CERT Sincerely, �J Elswith Castillo Ennis Paint, Inc_ Quality Control "OFFi C Ait tAI," Debra R. Goldenberg Notary Public, Statc or ulinais Effective 6/5/06 My Commission Eap. 09/09/2010 f Revision # 4 AUG-27-2007—MON 03:50 PM APPLY A LINE FAX No.253-939-9925 AUG-14-2007 TUE 08:H AM INTERSTATE SALES FAX NO, 5308230994 P. 008 P. 02/03 INTERSTATE SALES 12305 LOCKSLEY LANE AUBURN, CA 95602 530-823-6070 FAX: 530-823-0994 August 14, 2007 Apply -,A -Line 106 Frontage Road North Pacific, WA 98047 subject: CERTIFICATE OF COMPLIANCE Material: Non -Reflective Pavement Markers Lot Numbers: Type AY Yellow Lot # 6978-Y1, 6978-Y2 Type A White Lot # 6978-W3, 6978-W1 I certify that the above -referenced material complies with the specification(s) set forth in the following paragraph: Specificadon(s): State of Washington, Standard Specifications Section 9-21,1 Respectfiflly, INTERSTATE SALT-S Colleen A, Andersen Raised Pavement Markers 0 -2 - 07 10:5=' FF1:=1H-1-M Asphalt • -­ ", v rnn cuvura'dzvr ICON MATERIALS 16-2008 11:28 AM VSDOT MATERIALS LAS 425-254-1321 T-273 F'00;/0 3 F-1151 1Z004 380 709 5515 P, 03 Weshiugt,00 Matt DPP9r4t wh1 of Tromporfahlon • MAterlals Labamtery PO Box 47Mh5 Olympia / ] OS 9 2nd Avc Tulmwater / WA 986o4 BITUMN0118 SECTION XM D,LrSIC;IV VMUVICAnON REPORT TEST OP; ArZRWAT PROPJI:RTT39 FOR NMA CLASSi 111" LAB IDNO.; 0000937673 WORK orznsn N0; pp70Ap Mil( ID NO• Oer1Qa • . _.•,•• .CONTMCTOR'6 DTi91G14 AGGREGATE e'(AVCMRZ AN)) AGORIif1ATE TES2' DATA. - Material: S/8"CNfp5 t�",Q uG"•0 9R,�r1 Combined SWIrrcatlnpa Tolerenoe Source; A.d64 A-461 A-464 A,04 9uitKircel 1121io: 30% I I 17' ertuem 454 20% .5 1" aquarc 1/41 gquam 100.0 /E I " square 79A 100.0 (DO.0 100.D 100.0 )00 square 24.0 100.0 07.0 100.0 1 D0,0 1 D0.0 100.0 44.0 90 - I co 90. 100 NA 4 6.0 Imo 90.0 90.0 76.0 MAX 90 70 - B2 31.0 U.S. Na. A 4.0 U.S. No, J 6 3.9 21.0 010' 72,0 32.0 2B - SB U - 36 VS. No.20 1.0 21.0 14,0 4A.0 53.0 13.0 3.5A 91.0 14.0 U.S. No, 5p 2.5 U.S. No, 100 10.0 17.0 20.0 10,0 2.3 U.S. Nu. 200 19 1.0 6.6 11.0 to 8.0 2.0 7.0 5.3 2.0 o.666 Oeb nne Dab 1jlmd2.."* 2 2606 2,607 n;�' ._....2.bar.....'�.sol 1.593 Sand &{ulvumt 67 P 1 97 a.a•a 1Unc0MpA=d Volde (PAS) 76 45 M(N. Mat & IkiJ fated as a496 Mif`I, I"Aquere 3/4" square t0% MAX. Ill" square U11% MAX. Ye" square 10% MAX. ('04rite All ,lac 10% MAX. I" aqupre RV Sow 1/2' equare 90% Double Pam Fr#,M e 3/0" Aquart 90% Double Fat Pracm►e U.S. No. 4 96 100 (Op 10% Double Poo. Pravrure ..-.............a......__...gTn PR MATaS8IA1.li LAAOAA7`OAGGREt3a 99 90% Double Pace R111U rc MT DATA u1hTU Gore a.s90 2•e6a •.._........_.........___....... fob FFne �abl3lend 01b lenlvelrwp 2.690 2.1sA 2.S7j 2.60A 2�569 2,603 2.577 3,60E 2,62,t U"Wmpaetcd VL444 (FAA) Ro dT 94 16 bT MIN, vlpt Air Ela4ated 46 aa36 MIN. )" xquan: 3/4" pquaro 104 MAX. 1/V Aquila 10% MAX. 318" xquxrc )0% MAX. Ooar$f AU PrAr. ID46 MAX. 1 " square 3/4" 4gUare ►42" aquae 90% rmuble Pecc Rrestu, 3 12 " 1:quam 90% Double rote FrW(LTP U.S. No, 4 94 9A 9B On Duub►v Face Prncturr ................. ...... _ ..... _. g7 90% �o Con9truod0n 8nelnow�._ ....... Rcroarl e. Plat And131atlgared dYIInQ not required. ...............� � rl sa ,Ar.counting Secnon _....-..._._.�. X 7168 - 2 Ornapl Pile-._...�_,.►.__.•........, q 13iwM;nnue Mu®r131r SrGivn-....._•• T172 'rHDMA9 g. 0A1CAll P,$, Rcgioa: NOzITMVBS P T175• Blaterin ar Conitruw1oil OfAce.. 41 ....�_ _.. 1'i 7tl• 1 s I>u By: Ucrrnle Du,9j P.F. M10wids kaoirnOCr-•, Al ............. Bl�urolnaur Marrrialr flnQl;�er p.@.: S, (31Vr3 x(2) (3rS0170-;1420 Ate, S / 13 / 20M --- Page 2 of 2 09/18/200G TUB 11:38 IT1/11-1 NO 6017) 0'2-28-` G7 10:58 FF'011-14W Asphalt 425-254-1821 T � F'002I'003 F-051 ..."• /Gvvo uc.49 FMA 4V9a1QJcVr 11:UN MAJEAiALS 003 MAY--18-2006 11:28 AM WSOOT MATERIALS LAB 380 709 5575 PA2 WRAwngton State Departrnswt of Traoxpurtotlou • I4llptr cle Laboratory PO Box 47369 OlymPiN / 16" 5 2nd Ave, Tumwater / WA 989U4 DITUM NODS SECTION = DESIGN VEMFICATiON REPORT TEST OR INA CLASO! 112," 0 tNpI11t 9A13R Ng: G07oBo OA'IM EAMPLOD: 41161200E L01D Pia; 0000332671 DATE1415R046 'MANSMt'Mi. NO! WWI 3P NO:: ►67 Nr3i SOMON: 15'R 5TSW TO S 180r" ST S'fAGF.3 GONi MIXX 14 10 Not 0615e4 ICON �Ct?C(DXN'['�Ee�IjAA 'w:��.. , •1 i ,; :;..� u, Pb 110 5.4 5peelfloanone 2004 6,0 IhGolm ONIN: 8 8310 915.5 86.8 5 89.0 5vs QNdw: 100 0.0 4.2 2.2 Appro..J. c0 % VMA ONdeee 100 15.3 14.1 14.4 a 14.0 S VPA ONder. 100 61 77 84 65 - 75 %Omm @Nutt: 160 95.7 S 98.0 Dry Bhe 4,1 4.7 ,T.2 016.1.6 On") 2.S02 2.00 2.450 GJnb 2153 2.3" 2,403 Gh r ( 1.02E 1,026 LOU ��:.�• i I `..I Ut¢�jU1M'rUlKY�4d.'J1�R'i�lla J�I I.,i ✓. >'b ,Sreafiestlomn Tolerenco 4,9 1.a 5.9 0.59b 4bGmrn ®1Y,nl: 8 95,2 06.1 67.3 S 99.0 �F Va ®NJm: 100 5.9 4.0 3.2 AppmiroAlc 4,0 VMA ®Ndor, 100 14.8 14 a ��� 24 5,5 Oh V FA ONdes: 100 60 G9 14.0 c 1z..s 79 63 73 96an+m ®Nm9,l, 160 97.0 D/A 1.4 14 1.1 0S 96.0 8.0 1.6 phe 3.9 A 1 S,0 Omen 2.497 2.475 2,456 0"rb 2.330 2,363 2.310 Ch 1.026 1. D28 1.028 �'• 2.60S 2,691 2.690 to tr7 RbArnl•6tdp: 0.0% 0.2,��, 0.509E 0.759a Visual SinppinF' AL10 T NONt1 NONE 16 Rcinlnoa etmnQlh: 96 NONi3 NONQ `] 10441116 126 104 Asphalt h1mclur Suppller U A, OIL A30alr Birldor onjU RmArW pab4.27 PcIte'si Dindcr(1`b) (by WI. Total MIX) .5.4 %Ana-8lrip (ay Wl. Arphal( Binder) 0.25 Type of And -Step ARR•MAZ dinO MI4 ID Numhgr 061584 30pte WI, (ifrerns) A690 &a(lntorrrle(ionol Only) rnvlc Ficlght N11c� 1mm) 115.0 YAlbrm000Ad C+N1y) tinldon Cnllhrbtion Factor 0.6.4(1nlbtrrlotlonal and ) OPUm+lm Mixing tnmpa,mure 31 I °P y Compaounn TerfTwrolura 289'R Rica Denelry (invrt1) I S4 0 Page i of 2 09/10/2009 TLT L1:38 (TX/Rx NO Sn17) Qualified Product List Page I of News� �•: s • : . ` of TramwtvflonTRAFFIC RtCiRiJET B€ICVESS EN`liOs'"��EhdTALF� Qualified Product List Product Information Manufacturer : Shope Concrete, Pu_ya_llup _ WA Product Name : Precast Concrete Catch Basins Standard Spec : 9-12.5, Precast Concrete - Precast Concrete Catch Basins Product Description : Manufacturers of precast concrete catch basins; See Std Plan B-5.20- 00, B-5.40-00, B-5.60-00, B-10.20-00, B-10.40-00, B-10.60-00 and B-30.90-00 for further details Product Restriction Acceptance Code : 5020 Code Description : Material delivered to the project shall be marked or tagged VSDOT Inspected'. Field verify the material as being marked and document the quantity. Request a 'Certificate of Material Origin' from the contractor when the Contract Documents include the 'Foreign Made Materials' clause. Note 1 : The Project Office will need to forward a copy of the completed QPL page to the Fabrication Inspection Office for notification as soon as this material is approved for use. Last Updated : Dec 11, 2006 Contractors with WSDOT Click here for Contractor Product Info Page Copyright WSDOT © 2003 Traffic & Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home http://www.wsdot.wa.govlbiz/mats/QPLIQP LProdinfo. cfin?Product_no=2005720&produc... 8/28/2007 HD Supply Waterworks 10708 Golden Given Rd. East Tacoma, WA. 98445 Branch # 587 To: Ceccanti, Inc 4116 Brookdale Road East Tacoma, WA. 98446-1613 Josh, Date: August 28, 2007 Page: 1 of 3 This letter is in response to your request for submittal information on the Materials to be furnished for the City of Renton, Benson Road Waterline Project. The materials to be supplied by HD Supply, Inc. are listed below, along With any related AWWA spec. number or manufactures description. WATER LINE MATERIALS US Pipe, Ductile Iron Tyton Joint Pipe AWWA C151/C104 Cement Lined, Thickness Class 52, 6", 12", 16" Sizes Northtown Company, Poly Wrap Encasement AWWA C-105 For DIP 8-Mil Thickness Ebaa Iron, Series 1700 Push -On Joint Restraint AWWA C-111 Harness — 16" DIP Size AND - OR Possible Alternate to Restraint Harness US Pipe, Field-Lok Joint Restraint System AWWA C151 For Tyton Joint Ductile Iron Pipe, 16" Size Sigma, Ductile Iron Fittings AWWA C-153 Cement Lined (Mechanical Joint and Flanged) AWWA C-110 Various types and end configurations Page 2 of 2 WATER LINE MATERIALS CONTINUED Ebaa Iron, Series 1100 Mega -Lug Restraint AWWA C-111 System for Mechanical Joint Fittings AND — OR Possible Alternate to Ebaa Mega -Lug Romac Industries, RomaGrip Style AWWA C-111 Mechanical Joint Restraints Clow Valve Company, Resilient Seat AWWA C-509 Valve for buried service UL/FM Approved 2", 6", 12" Sizes Clow Valve Company, Resilient Seat AWWA C-509 Valve for buried service 16" Size East Jordan Iron Works, 940 Style Cast Iron Valve Box Sections Clow Valve Company Medallion Style AWWA C-502 3-Port Fire Hydrant. Mechanical Joint UL/FM Approved Connection, 4" Pumper HD Supply, Inc. stands ready to answer any question you may have, or provide any additional submittal information required. We look forward to serving your future needs. Johnny Spencer Outside Sales Adw Washington State �AP Department of Transportation �. Contract FA Number q e,ri;� u PN oh 4 Section Contractor _Cecea✓14-: Request for Approval of Material SR Data -21-o7 County Subcontractor W�1>•u�. Corc ie For assistance in completing, see Instructions and Example Bid Material or Name and Location of Fabricator, Item No. Manufacturer's ProducuType Manufacturer or Pit Number 2 q - 1t• MPa�I JWf rn✓e Z7 100 CleGtr W. 27 � Expa�s�o., T�;��' i W.A• }1pd,/.�,,{ For WSDOT Use only RAM # PE Hdq►r. Specification Appir Appel File Reference Coda I Code No. Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Sallsfactory' Test Report for samples of materials to be Incorporated into project, 2. Conditlonally Approved: Submit Mfg. Cart. of Compliance for'Approval' prior to use of material, 3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shlpment' or'WSDOT Inspected' material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer, 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8_ Source Approved: 8. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11, Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑ Contractor ❑ Region Materials i] General File ❑ Signing Inspection ❑ Region Operations Engineer ❑ State Materials Lab D Fabrication Inspection ❑ Other DOT Form 350.071 EF Ze 39~d I��IYi 68609Z26SZ. bS :1LO ? �IBZ;'6Z 1ot� Jul 11 2007 11:10HM MILES SAND FIND GRAVEL CC 2533516005 P.1 National Ready Mixed Concrete Association` Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY TH4,T Plant 201, Auburn, WA Miles Sand & Gavel Company has been inspected by the undersigned registered professional engineer for conformance with the requirements of the Check Lisr for Ready Mixed Cowrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central4Ftxing with Automata Baitching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures r Signalise of Licensed Professional Engineer April 18, 2007 Aril 18, 2009 inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. signature of Company Official Title o, Carnpany Official NOTICE: The Cha.k Or, ind:atas only MW *nr far111Lee ryre uad fadb for the WDiduct ri of minnts whaa ;lroN ty ogar.3bd. C ormanaa or tl a mr7ete IZsetf With-VmAA''on reQulrfarnattte must be ueribEd ty L"I brapwtw methods in axcirw ae w-n sales agreerr.erws Thf3 cmt mia b IRBt ad oy Uae Nwlor" Ready Mb((A t:alue>e AswdeDxi on verlFr atan U8t the Wndu dm fadlky cor m a Fa the recttdromerm of tha NR WA Cwffl=tm of Ready Mbii CTvnfe Produdon Facd m. x3. uniiimhonzed rfRedUcg0r of rntasa oithla a oroo m5y resultln legal acbcn. Plant 1D #; 800861 Z 1%5, 1992, 2001, 2002, 2006 Ccrtifacation 1D #: 8481 National Ready Mixed Concrete Association 9D0 Spring Street • Silver Spring • MarylaM 20911) = : 'l' bS �9Iit May -OS 2005 9:SEAM MILES SAND AND GRAVEL CC 253351600:i P•2 Aft W$aftiington Sfate C epartment of Transportation corrtrac- Section cantrector FA Number Request for Approval of Material SR I Date County Suhcorttr�r Wilson Cancnete G=UIIL iom 'or asslatarfco M see h7aivucd"m and ExanOts Bid Material or Nemo and Lccefor+ of Fabrwar, SPectfipwn Item No. ManufQawroes PMducllType %mufwbzw or Pri Numbor Rafaroaoo C0,4RSE AGGREGATES rs S&O,(B-345) 9-03.1(4) .4UCiREGATES JVUn S&13, (B-345) 9-03.1(2) CF_IvI 'TYPE I -II Lafixgr, 9-01.2 LkIR ENTF2AAO' bl F MS-AF,90 ;ter Builders 9-23,9 WATER REDUCER W�dcx Budd= 9-23,9 Pozz 20ON I Approval Acton Codes fclr use by Project Enolnew and StaW Melnrlofs Laboratory 1. Cordttonaly App►avd: Acceptance b"ad ua?ort :'arsfectery Teat Report fm aampiea of matedOB to be lnca Atud Irdo project. 2. CandK1MWlyApprw*d Submit Mfg. Cent of Compifamce for'Approval' prior to um of nurterlal. 3. Ccr4borWlly Approved: SuwA Catalog Cuh for'Ayprwe prior to uric of rnatnrt , 4. CordtiormllyAVprovad: Suomi# Shop Drevmgs for'Apprcr eW prior to fs;xkAftlon of n'wterW- 5. Ccrr*laillYApproaw: Ordy'Appanw W 8tdpttxtu' or WSDOT froproo0cr material &W be wood. & CordUoraflyApprowad: Submit WhJu lerla Certtfl*b of Oripfn to Pro)W Enolr ow. 7, Appnyval Penatrtg7 Request Tmmmdod to Stria fuleberl& Labonkcry for Approval Action. & ScUrce Approved. a Apprvwl VJhhh Wd 5utrmtt jgmpiee far pretLrd.'rary erva whon. 10, Approvd wrtttxsd 11. Rrtma: Project Engineer Dtst ibueran State MaWlabr EnQlnoot' DI*WbuWn CM*Ndor ❑ Oral file © Regbn Opwtrt$" Etlglrteer Fsbttcg� Irtspncbm ❑ RKJm Waiats 0 SWin9lnepec�fon ❑ Fame mahw ris Leh ❑ Off er - _� = I�,�I`rl 6SC09ZSC5Z b5 �L0 L99Z,16Z,�29 May 03 2005 11:27nm MILES SHN-D AND GRAVEL CO vrWashinAid StS Tr rt4tl+an rp oel�artmOnt a Cvnitactor Cancruto SuppW Iviilm Sand & Grwtl CpnuAd Number Corft(;t Name sutrntrted By w lsan Cote Plant Locabw ��burn. KanI 253OS1000S P.2 Concrete Mix Design T(Itle mbr is to he used In fire following Rid item t4o(s): OoDerebe CIGM (�vdr ono anW a a d [] 30Q0 ❑ 4000 ❑ 4o0o ❑ 40UP ❑ 4040W ❑ Concrete Overlay L7 Cement Ccmcrets Pavement mother CcmnwrcW Class 3000 Remarks: uiv nfmian No. 04C4A CarrrnO a" Source Typo or Class Sp. Gin Lbsky Cement �a,� l_❑ 3.15 564 Fry Ash mcroa ics IAW Slag Conc Admblurea Manufacturer Product Type Est. Rmngf (ozlcy) Air Entrainment Master Bud&n MB-A1-r90 6 oz a aR- 3 Water Reducer High -Range Water Reducer Set Retarder cHh" Coal Class Water (MwWmum) 274 (H)O'cY) Wear Cementifious Ratio (Mwdmum) 0,49 Radaima6ROCYcied Water(N wdmum) (IbA/c}) Design Performance 1 2 3 4 6 Average 28 Day Compress)ve Sirengib (cyilndam) Dsi 4 060 4,2it) 4,440 4,330 4,470 4,320 14 Day FlexjrW Strength (beams) psi Reviewed By: — PE Sldnature TY19 �Z— "tQV aan " M. vtAr,bwon-. or rod - C-a-wr Copies To - S ats Nkatwt& L,64Ck,� MsterW, Erb RVIOf l Maww+ Lab; Projj kwoctar se 60Ee970Esz b5 :0 L00zr'6Z,r'0 Mz� 03 200S 11:27RM MILES STAND FIND GRRVEL CO 2533516005 P 3 Combined Gradation Chart Concruss Component Component Cornpo rent component d Corn 6 r►ent bbed Gradatb" AgllmoaWs 1 B-34S 2 3 WSDOT Pit No. ASR [] Yes ®►yo ❑ Yfu ®i No El Yes ❑ No ❑ Yes ❑ No ❑ Y� ❑ a f f � W "�.i-02#r Y -< Re uked7 f� 57 Class 2 ���5�!�,'�r���%'�� +YC', Grading G Percent at To%I 1 DO% Aggragate 2..65 2.71 Spedf c arevdy1960 -- .. .; . 12. 2 inch 1-12 Inch 1 Inch 3A Inch 12 Inch 3/8 Inch No. 4 No, a No. 16 No. 30 No. 50 No.100 No. 200 AMregste Correction Facia: O Fineness Modulus: 2.95 (Requrred (or Clan 2 sand) Nodes: RegLred for Clew 4000D and 4000P mbwa. a b g r"n in t* 1 ASTMC 128�0 /IAAA9 O I-W, ASTIVI CC1129�e 3, or ASTMC 295 bast rmulb�� meesurn contrda c 1USKTO No. 487, 57, 67, 7, a3 WSDOT Cbms Chm 2; or combined praaatlon. gee Standard Spedfrc%Oon 9-09.1 d Requked for C mmA Concrete PavemWts • Amsch 'Deaf reoub Indkading Canformence to Standard SpecftOon 9-25.1 DOT Fern 36040 EF 90 3Sd DJi'i EaIay ,aC.s� bs :�e �eaZ;'6 : �a Jul 17 07 04:06p JOHN SHREVe 253-588-4272 pG No. 372 csi Code: 03050 1300-CLEAR Water -Base, Wax -Base Concrete Curing Compound DEscERTION 130a-CLEAR Water -Base, Wax -Base Concrete Curing Compound is an excellent cure for interior and exterior, Horizontal and vertical concrete surfaces. When properly applied, it provides an impermeable film which optimizes water retention- 1300- CLEAR appears white in color when wet, but dries clear. It is also available with a red fugitive dye to visually aid application coverage. 1300-CLEAR meets maximum VOC- content limits of 350 g/L for Concrete Curing Compounds as required by the U.S. EPA Architec[ural Coatings Rule. USES 1300-CLEAR is used on both interior and exterior, horizontal or vertical concrete applications, where subsequent surface treatments will not be applied. PACT -AGING 5 gallon (18.93 liter) Pails 55 gallon (20920 liter) Drums SPECIFICATIONS • ASTM C 309, Type 1, Class A (Type I-D, also available) • AASHTO M 148, Type 1, Class A (Type I-D, also available) ADDITIONAL CURING cc)mro ND13 FROM µr R.M,4DOVMC.aNBEFOUNDBYVMrING OUR WgBSM: wwwwrmeadows.0W W.R. MEADOWS, INC. p.0, ;ax 338 • HAMPSHiRP. IL 50140.0338 Phor9, 847214-21 DO - Fax; 64716834544 1-600.342.5976 www.wrmoadaws.com SEA T1MgHl^ JULY 2004 (Supersedes May 2003) FEATURES AND BENEFITS When properly applied, it provides an impermeable film which epumizes water retention • Furbished as a Wady -to -use, truO water - base compound Produces hard, dense concrete... minimizes hair -checking, thermal cracking dusting and other defects Enhances the functional capabilities of concrete by "sealing in" the performance assew of strength and long life • Offers a compressive strength significantly greater than improperiY cured concrete • Increases tensile strength for greater resistance to cracking and surface crazing • Improves resistance to abrasion and corrosive action of salts and chemicals... minimizes shrinkage • Applies quickly and easily with conventional, commercial spray equipment VOC compliamt..actual VOC content is less than 200 g/L TECEMCAL DATA DRYING TIME: Depends on weather conditions and coverage, but will generally dry in 1 bola'. Restrict foot traffic for at least 4 hours, l2 hours is preferable. FLASH pOINT: Greater than 210"E (99°C} CON77NIJED ON,syERSE SIDE.- - HAMPSHIRE, IL/ CARTERSVILLE. GA YORK, FA / FORT WORTH, TX / BENICIA, CA POMONA, CA / GOODYEAR, AZ i MILTON, ONT. a 39v d I001yii 68C09Z8ESZ bS :? 0 _' BBZ i6ZI/80 Jul- 17 07 04:06p JOHN SHREVe 253-588-4272 p.3 PAGE 2... NO. 372... JULY 2004 Application Tools Clean up... Prior to drying, equipment may be easily cleaned with soap and water. Once dried, use mineral spirits or other suitable petroleum distillate. Manual Power Sprayer Sprayer COVERAGE Approx. 200 scl_ ft./Pl_ (4.9 sq. m/L). APPLICATIOiN preparation... Application equipment must be clean and free of any previously used materials. Mixing... For'optimum performance, gentle mixing or agitation is recommended. CAUTION: TO AVOID FOAMING, DO NOT MLX EXCESSIVELY. MethodofApplicaaon_.. Maybe sprayed on in one even coat with a hand or power sprayer as soon as the surface water disappears from horizontal concrete surfaces. On vertical surfaces, spray on pro, )nly after.the forms are removed. Use a. Chapin 8005 spray tip that produces a flow of 1/2 gallon (1.99 liters) per minute under 40 psi (.276 MPa) of pressure. PRECAUTIONS DEEP FROM FREEZING. Do not apply if the temperature of the concrete is less than 40°F (4°C). DO NOT MIX WITI4 CURES CONTAINING SOLVENT OR ADD SOLVENTS TO "WATER -BASE" CURES -SEPARATION WILD OCCUR. DO NOT ADD OR DILUTE WIT14 ANY OTHER COMPOUND. Do not use on concrete surfaces where paint, file or other treatments will be subsequently applied. HEALTH HAZARDS Dint contact may result in mild irritation. Refer to Material Safety Data Sheet for complete health and safety information. TO VERIFY MOST RECENT TECHNICAL DATA SHEET IS BEING USED, VISIT OUR WEBSITE.- www.wrmeadows.com LIMLTED WAR.ItAN'I'X "W. R. MEADOWS. INC. warrants at the time and place we make shipmenr, our maEedal will be of good quality and will conform with our published specifications in force on the date of acceptance of the order" Read complete warranty. Copy fumisbcd upon request. Dish Ile information contained herein is included for illustrative purposes only, and to the best of our knowledge, is accurate aad reliable_ W. R. MEADOWS, INC. cannot however under any circumstances make any guamtee of results or assume any obligation or liability in connecdoo with the use of thid infortnatiorL As NV. R MEADOWS. INC. has uo control over the use uo which others may put its product, it is rucomtneuded that the products be tested co dote mine if suitable far specific application and/or our information is valid in a particular circumstance. Responsibility rernaim with the architect or engineer, contractor and owner for the design, application and proper installation of each product. Specifier and ustr shall determine the suitability of products for specific upplicauon and assume all responsibilities in connection therewith. ® W. R. MEADOWS 2003 7/04-5M 80 39ti d IJ01Y1 63C109Z8%7Z bS :? 0 �100Zi'6Z/ 30 Jul 17 01 04'07p JOHN SHREVe 253-588-4272 P•4 No. 320-F CSI Code: 03150 R. MEAD ATJG TST 2003 rSnPe784dM xavCnbQ 20+)2) FIBRE EXPANSIONS JOINT Multi-pUpo,ge, Expo t'.sion - Czntraction joint FMer DESCRIPTION SFALTIGHT FV=E inn Joint is composed of ccbAwr fib= secuiel� tngcth= Lod uniformly saturated with asphalt In arSsm" longevity. VVh=vcr a cost.e$cctive joint fillet is required, SEAL.IGHT Fibre PXpasaa— loins meats the need- Mn uhr,wrcd randd tnsrkelai by W,R. MHADOWS Suacc the oariy 1930'$, SE.ALTICi{TT Fibre Expdjiva joint is backed by O'Va 60 yearn of Plovm aPF'=non wgwT!cw=. Ftbrc Expawioa Joint is vetsati.le, nesdicat, flexible and non-extnidin& Whta dressed to half of its o6guial thicimess, it will recover to a minimum of 709ra of its original ihiokacm. SEALTTGH f Frb= Expansion Joint will not deform, twist or brcak widfi noamal on-tbc job handling. Breakage, waste and functional fail= nesvltiag from the use of urfeaior, foreign fiber materials can cost you time, dollars and can result in o 6ub$=dard finir4ed job... thereby, Scncrahn8 co6t)y "abwks and rcwnrk expenses. However, din Purchase and ittata 011 of Fibre Expansion Joint (a =mU segtncut of the tolal pro�cct'e cost) mutrlbutrs to both. the final cost etficicavy and functional success, far greater in proportion tharu its Original cost. USES SEALT1GHT F1brc Expansion Joint is ideal for tt9e on highways, streets, airport rnmwayd, sio WaLks, drivoways, f7etwoxis and scores of cor=errial and induanial applicatioas subject to pedcstri= end vew"ar traffic. FEATURES %4D BENEFITS • Prmidea the ideal product foc the majority of all expan-sion/ eantrw ion joint ruquunmults • Non-C7ctrudi �q�alslm... offers a minirntilm 70 % recovery after camprevs:oa • A tough, li&htweigizt, easy -to -use, s=-rigid joint fills t vailable iu strips and shopes fabricated to yoras requu merits • Easy to cut,,,dimcmioneily Stable. -.trot sticky in summer, or tdttic in winter • Provides neat, finished joints rcq firing no t=nlmg • Often copied,..btrt never oqualfd • Remains the standard of the indu5trY to&y..,with over 61) yew-� of proven and saridactory pcTforma r= • Can be plod for dowel bars and 1= natcd to twc}mtze,a greater than V Fibre Specifications and Size Information n1tuMON Slab 5twxbld lyeig►rt prr Sn.ND r,-51PSI V4', No. 12' 36'. 48'" 10'(16 m1 wo NiZ13 3l4, 1" 151, t�2rQ Aso avabd 16.05 glllyh �i • FaAsped I6A, �s, 12.7, s1, e. 1210.s, flan P-61Qi.7 1S.1, l5r'�mm) IM,366 N i • Caps c EngIrvers � ff.1i yJ8 r,OX TN7,-,F-D ON REVERSESMF W.R- MEADOWS, INC- 1-IPMPSHIRE, IL/ CARTERSVILLE, Cam+ ao. aDx:33a • FtplaaSHIRF, IL 501404339 YORE, FAA FORT WORTH TX / BENICIA. CA Phone: at71214-2100 p.D_ 847Ms.i-� POMOhA, CA/ GOODYEAR, AZ / A4ILTON, ON?. ywrs. rnnsod awra. c o its 60 As~d I,»iYi 68E09702SZ U5 tL0 013z Gz [3a Jul 17 o7 04:07p JOHN SHREVe 253-586-4272 P.5 PAGE 2...NO. 3?O�-F... AUGUST M3 TYPICAL APPLICATIONS Mae- COL J _J • „dam e,nnwrr uaaran ,tattoo, wua U[R/L�NIY/f�QjJ� n1f� prp6,l /^ AMl APPLICATION SE.ALTIGRT Fibro � Jaiat is poaitinned against tfte Corms, at in=-i?tia8 objcctb or coliaane, and against abusing gtrodum prior m the placemrnt of concrete. SEALTIGJIT Fibro Expansion Joint should be hutalltd 112" (12.7=) below the content surface to accept Cho joint soal='- Bofors seating slide SEALTiGI.1T SNAP -CAP over thn top of the wcpatlsion joint. Plato the concrete and sctccd to finiah grade, as usual. When Cawretc is C=cd, insect a scfewdriver through the top of the SNAP- CAp, pall ftte and d.lscwd- Seel the joizit wlth SEAMIGHT #164; M-SPEC. or Cold -Applied 5oF-SE4L.r for mwamurn prwcattw. fmm wat:r imflltrutim weathering cad to 93s1rc P1OPcr f=ctlan- (R,cf= to Data Shell Nos. 220, 221, 224� Appllcatlon Tool P utllity Knife FOR Tn MOST CURRENT PRODUCT iYFOILRz4TI0.4, VISIT OUR WEBSITE. wi w.wrmeadaws.com r. ' "W.R MEADOWS, INC. v,&wTwts at the =c and place we make shipment, our Taarcrinl vr2L be of flood quality and uwill confc1m wits our pubulahed specifiic�ale in ft►rca on the date of acctptancc of the arder." Rczd complete ww=ty'- Copy famiahzd upon request. D1scJaina t The inf jrm tien cont, cd 12c= is iachidcd for utu5t1a3t' a PurPOsm only, and to 1C of em I Ismvw!ulgc, i9 uocniatc and reliable.'A'R f¢,s. Ws, INC. cannot hotvcvcrundcr any circurastsnces make any 8uaraat et. of rmlts or assume any obliguticm or liability is connection with the use of this mfnrmdt om As WR MEADOWS, LNC. has no cnntsol vvcr the use to which oo=s may Paul its product, it is r=ummoadcd char the 1z:-o t — be tested to detennille if mutable for speeifc application and/or vur infanna6an is valid in a particular circtlmstaac:. Rt!,& Nibility rtanaLas N%ilh the uchitect or engineer; .-,7r,.awtor and ov ner for the dcsQ3 applicarieat and proper instL161i0a of each product. Speciitcr and user shall dete mmc the suitability of products :or specific application mid ays+.tme aJ res-POM LL' es in cotmecum thcewuh. * WA MEADOWS 2nf12 8103-5m 0T 3SHd IDOM 6S609Z66SZ bS :L3 �007, 6Z;'63 1 1 1 WINE M.:::._. � i ATER, Ftwmm W 0 CM 0o TYTON JOINT" Pipe 2 0 0 5 E D I T 1 0 N P 3 TYTON JOINT Pipe TYTON JOINT is U.S: Pipe's trademark for pipe with a push-ontype connection. Simplicity, sturdiness and water -tightness of the system are built into the system by design. Convincing proof of its worldwide acceptance is shown by the fact that more than 05% of the pipe now sold by U.S: Pipe is TYTON JOINT Pipe ... _. TYTON JOINT Pipe is available in sizes 4' through 64'. Sizes 4' through 42' are available in nominal 18-foot laying lengths. I6', 20' and 24' sizes along with sizes 48' through 64' are available in nominal 20-toot laying lengths TYTON JOINT Pipe in sizes 4" through 36' are UL Listed and sizes 4" through 16' are FM Approved. When TYTON JOINT Pipe are used for bridge crossings or other above -ground installations, each length of pipe must be supported in a manner to restrict troth vertical and horizontal movement. TYTON® Gasket is the only accessory required when installing TYTON JOINT Pipe. it is a circular Tubber gasket which has a modified bulb shape in cross section. Gaskets are furnished in accordance with ANSUAWWA C111/A21.1. Composition and dimensions of the gasket have been carefullyerigmeer6 to ensure a water -tight and fasting seal. The standard TYTON Gasket is manufactured of SBR - styrene butadiene rubber. Gaskets of special elastomers may be ordered for special applications. The gasket contour and bell socket contour ensure that the gasket will remain seated during proper assembly of the pipe. When joint restraint is required for push -on joint pipe, two options are available from U.S. Pipe. For joint restraint of 4' through 24', FIELD LOK 3500 Gaskets may be used and for joint restraint for 30" and 36', FIELD LOKI Gaskets ;may be used. FIELD LOK 350 Gaskets are rated for 350 psi in sizes 4' through 24'. In addition for 4' through 64' sizes, TR FLEX® Pipe and Fittings may be used. TR FLEX Pipe and Fittings are rated for working pressures for 350 psi in 4' through 24' sizes, 250 psi in sizes 30' through 48% and 200 psi in sizes 54' through 64'. For higher pressure applications contact your U.S. Pipe representative. Complete details on both FIELD LOK 350 Gaskets and TR FLEX Pipe and Fittings ;can be found on our website, www.uspipe corn ,; NOTE:,U:S. Pipe qualifies for federal Procurement under Public taw No. 94-580, Section 6002, known as the Resource Recovery Act of 1976, since, due to modern technology, recycled iron and steel scrap is used to a large degree in our Ductile Iron Pipe production. The plain end of the pipe is furnished beveled or with a quarter ellipse on the edge to a/lowassem bt .. More than 40years of successful experience have proved its sealing capabilities. Hydrostatic tests have shown that the system will withstand pressures far in excess of rated pressures ANSIMMA C151/421.5, Ductile' -Iron Pipe', Centr fto Cast for Water. Ddctrtelroa MON JOINT Pipe is centrifugally cast in metal molds in accordance with ANSI/AWWA G151/A2L5. ANSI/AWWA C151/A21.51, Standard for Ductile-iran Pipe, Centrifugally Cast far Water. The asphaltic outside coatng is in accordance with ANSVAWWAC151/A21.51. As specified in ANSi/AWWA C151/A21.51,.' > pipe weights have been calculated using standard barritweights and weights of bells being produced. ANSI/ AWWA C1051A21.5, Polyethylene Encasement for Ductile Iran Pipe Systems If specifiers and users believe that corrosive solis will be encountered where our products are to be instai€ed, please refer to ANSI/AWWA C105/A21.5, for proper external' p rotect on, proce d u res. TYTON11, TYTON JOINT*, TRFLEX®and FIELD LOK 3501 are Registered Trademarks of U.S. Pipe and Foundry Company. U,S, HK ANo, FLIUKIrYt' CO, TYTON JOINT Pipe BRO-003 REVISED '.1.05 TYTON JOINT" Pipe 9 2 0 0 5 E D I T 1 0 N PB Pipe Diameters Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication. NOMINAL PIPE SIZE Inches 4 PIPE DIAMETER inches MINIMUM 4.74 MAXIMUM 4.86 6 6.84 6.96 8 8.99 9.11 10 11.04 11.16 12 14 16 _ 13.14 15.22 17.32 13.26 15.35 17.45 18 19.42 19.55 20 - 21.52 21.65 24 25.72 25.85 MINIMUM MAXIMUM 14-29/32 15-9/32 21-I/2 21-7/8 28-1/4 28-5/8 34-11/16 35-1/16 41-9/32 41 21/32 47-13/16 48-7/32 54-13132 54-13/16 61 61-13/32 67-19/32 68 80-13116 81-7/32 30 31.94 32.08 100-11/32 100-25/32 36 38.24 38.38 120-1/8 120-9/16 42 44.44 44.58 139-5/8 140-1/16 48 50.74 50.88 159-13/32 159-27/32 54 _ 57.46 57.60 180-17/32 180-31/32 60 61.51 61.65 193-1/4 193-11/16 64 65.57 65.71 206 206-7/16 Above table based on ANSI/AWWA C151/A21.51 guidelines far push -on joints U.S. PW-u AND FtJ£JNDRV M- TYTON JOINT Pipe BRO-003 REVISED 11.05 W 0 co 0o TYTON JOINTO Pipe �)2 0 0 5 E D I T 1 0 N P 9 Bell Dimensions 7 ;B A B A NOTE: Actual bell configuration may vary from illustration shown. SIZE Inches 4 A PIPE OUTER DIAMETER Inches 4.80 B BELL OUTER DIAMETER Inches 6.52 C SOCKET DEPTH Inches 3.15 6 6.90 8.66 3.38 8 9.05 10.82 3.69 10 11.10 12.91 3.75 -J� 12 13.20 15.05 3.75 14 15.30 17.67 5.00 `� 16 17.40 19.79 5.OQ 5.95 6.55 60 61.61 67.38 10.10 64 65.67 71.56 10.65 U.S. PEPE Agri F: $UKIR CC. TYTON JOINT Pipe BRO-003 REVISED 11.05 W d 0 C.0 00 TYTON JOINT"'Pipe g1 2 0 0 5 E D I T 1 0 N P13 Thickness Class - Thicknesses, Dimensions and Weight OUTSIDE SIZE _ THICKNESS THICKNESS DIAMETER* Inche CLASS Inches Inches 4 51 0.26 4.80 18-FOOT LAYING LENGTH AVG. WEIGHT WEIGHT PER LENGTHt PER FOOTft Pounds Pounds 215 11.9 2O-roff.-LA'fIN1; LE1V&TH AVG. WEIGHT LENGTHt PER FOOTff Pounds Pounds - - 4 52 029 , 4.80 235 13.1 - - 4 53 0.32 4.80 ---- 4 _ , . > 54 0.35 4.80 260 280 14.4 15.6 - - -- - - - 4 55 0.38 4.80 300 16.7 - - 4 56 0.41 4.80 320 17.8 - - 6 50 0.25 6.90 305 16.9 - - 6 51 028 6.90 335 18.6 - - --� 6 52 0.31 6.90 370 20.6 - - 6 53 034 6.90 400 22.2 - - 6 54 0.37 6.90 435 24.2 - 6 55 0.40 6.90 465 25.8 - - 6 56 0.43 6.90 495 27.5 - - 8 50 027 9.05 430 23.9 - - 8 51 0.30 9.05 475 26.4 - - 8 52 033 9.05 520 28.9 - - 8 53 0.36 9.05 560 31.1 - - 8 54 0.39 9.05 605 33.6 - - 8 55 0.42 9.05 650 36.1 - - 8 56 0.45 9.05 690 38.3 - - 10 50 0.29 11.10 570 31.7 - - 10 51 032 11.10 625 34.7 - - 10 52 0.35 11.10 680 37.8 - - 10 53 038 11.10 730 40.6 - - 10 54 0.41 11.10 785 43.6 - 10 55 0.44 11.10 840 46.7 - - 10 56 0.47 11.10 890 49.4 - NOTE: Thicknesses and dimensions of 4" through 64' Ductile Iron pipe conform to ANSUAWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 3048 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. t t Including bell; average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. U.S. PW-t: AND MUMMY CC, TYTON JOINT Pipe BRO-003 REVISED 11.05 W d d CM C.0 00 TYTON JOINT` Pipe -2 0 0 5 E D I T 1 0 N P 14 Thickness Class - Thicknesses, Dimensions and Weight (cost.) 18-FOOT LAYING LENGTH 2Oitt#TLfIN111EE1&TIE OUTSIDE AVG. WEIGHT WEIGHT PER AVG. WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTTt Inches CLASS Inches Inches Pounds Pounds Pounds Pounds 12 50 0.31 13.20 725 40.3 - - 12 51 0.34 13.20 790 43.9 - - -4w 12 52 0.37 13.20 855 47.5 -- - - 12 53 0.40 13.20 920 51.1 - - 12 54 0.43 13.20 985 12 55 0.46 13.20 1045 12 56 0.49 13.20 I110 14 50 0.33 15.30 910 14 51 0.36 15.30 985 14 52 0.39 15.30 1060 14 53 0.42 15.30 1135 14 54 0.45 15.30 1210 54.1 - - - 58.1 - - - - - - 61.7 - - 50.6 - - 54.7 - - 58.9 --- - 63.1 - - 67.2 - - 14 55 0.48 15.30 1285 71.4 14 56 0.51 15.30 1360 75.6 - - 16 50 0.34 17.40 1065 59.2 1177 58.9 16 51 0.37 17.40 1150 63.9 1273 63.7 �- 16 52 0.40 17.40 1240 68.9 1369 68.5 16 53 0.43 17.40 1325 73.6 1465 73.3 16 54 0.46 17.40 I410 78.3 1560 78.0 16 55 0.49 17.40 1495 83.1 1655 82.8 16 56 0.52 _;,; > 17.40 1580 87.8 1750 87.5 111 50 0.35 19.50 1225 68.1 - - 18 51 0.38 19.50 1325 73.6 - - 18 52 0.41 19.50 1420 78.9 - - 18 53 0,44 19.50 1520 84.4 - - 18 54 0.47 19.50 1615 89.7 - - 18 55 OSO 19.50 1710 95.0 - 18 56 0.53 1950. 1805 100.3 - - NOTE: Thicknesses and dimensions of 4" through 64' Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell; average weight, per foot, based on calculated weight of pipe before rounding. U.S. WIPE AND MUN3 RY CC, MON JOINT Pipe BRO-003 Table continued on next page. REVISED 11.05 W 1i ES co Co TYTON JOINT' Pipe P17 Maximum Deflection — Full Length Pipe SIZE MIU( IOM1QIN F€fCIIRN PUDUCED BY S11CCE55I N OF JOINTS ` Inches OffLECTiON Eiycftes' ......; r e Degrees 18 FT. LENGTH 20 Ff. LENGTH 18 FT. LENGTH 20 FT. LENGTH 4 5° 19 — 206 — Aso. 6 51 19 — 206 8 51 19 — 206 — 10 51 19 — 206 12 51 19 — 206 — 14 5° 19 — 206 . 16 50 19 21 206 229 18 51 19 — 206 — 20 51 19 21 206 229 24 51 19 21 206 229 30 5' 19 — 206 - 36 51 19 — 206 — 42 46 15 — 258 48 40 — 17 — 287 54 40 — 17 — -------------- 287 60 40 — 17 — 287 64 4° — 17 — 2$7 — ! S. F;E=- AW1 MUN'-tR 00, TYTON JOINT Pipe BRO-003 REVISED 11.05 W Cl- co 00 TYTON JOINT' Pipe 6'2 0 0 5 E D I T 1 0 N P 18 Products for Water, Wastewater and Fire Protection Ductile Iron Pipe SIZE RANGE TYTON JOINT' Pipe 4'-64' Ductile Iron Mechanical Joint Pipe 4'-12' Ductile Iron TR FLEX' Pipe 4'-64' Ductile Iron Flanged Pipe 3'-64' Ductile Iron USIFLEX' Boltless Flexible Joint Pipe — 4"-48' Ductile Iron .. .... for Subaqueous Installations " . ' . "`" Restrained Joints TR FLEX' Pipe 4"-64- Ductile'6n " MJ FIELD LOK' Gaskets 4'-24' FIELD LOK 350' Gaskets 4'-24' FIELD LOK' Gasket 30' & 36 TR FLEX GRIPPER' Rings 4'-36' Ductile Iran TR TELE FLEX' Assemblies 4' 24' Ductile Iron HP LOK" Restrained Joint 30"-42" Ductile Iron Fittings g TYTON' Fittings 14' 64' DuctileJron ; TRIM TYTON' Fittings 4'-12' Ductile Iron TR FLEX'Fittings and TR FLEX' Telescoping Sleeves 4'-64' Ductile Iron Mechanical Joint Fittings 3"-48' Ductile Iron TRIM TYTE' MJ Fittings 3'-48' Ductile Iron Flanged Fittings 3"-64' Ductile Iron XTRA FLEX' Couplings 4'-24' Ductile Iron Miscellaneous Products .. ...... ......... ................................................. PROTECTO 401' Lined Ductile Iron Pipe for ................................................ ..................................... ...... .............................................. 4"-64' Ductile Iron' Domestic Sewage and Industrial Wastes FLANGE-TYTE' Gaskets 4"-64' Polymeric Linings For all pipe sizes Saddle Outlets Various Ductile Iron Welded Outlets Various Ductile Iron Polyethylene Encasement 4"-64' Our products are manufactured in conformance with National Standards so that our customers may be assured of getting the performance and longevity they expect. Use of accessories or other appurtenances that do not comply with recognized standards may jeopardize the performance and longevity of the project. U.S. PIPE ANC+ ' (WN' W C0� MON JOINT Pipe BRO-003 REVISED 01.06 y4 �'ilii0.„� Y ` t t I. ( t t t .t t t r a II t �::.:: Ir .:..v "`: t 4\•\•':i•:4}i:•i}:�::�:_:v:�i:v:v:v:�:i�i:;.}�}*.`��\•'}.v;:;j.ti}•}:•i:�i:: \ •'.13�:, i��. i��••.. Parnaged items o7os-s-H Features and Application: • Restraint for ductile iron pipe meeting ANSI; AWWA C151/A21.51 and ANSI/ AWWA C150,/A21.50 requirments. • . ... __. n' Restraint Coating System For more information regarding MEGA -BOND refer to www.ebaa.com/products,/mega-bond • Minimum 2 to 1 Safety Factor. • Split Bell Ring design for ease of installation. • Constructed of ASTM A536 Ductile Iron. For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774, Sample Speci i?uc:i le iron pipe t3e11 restrat[ is aif consist of a tivedg son restraint ring on the spigot jolted to a split ductile irm:lIng behind the bell. The restraint ring shall have individually actuated wedges that increase their resistance to pull-out as pressure or external forces increase. The restraint ring and its wedging components shall be made of ductile iron conforming to ASTM A536. The wedges shall be heat treated to a minimum haft ntss,of 370 BHN. Torque limiting twist bft httts shall be usedl insure proper actuation of the restrattii� g wedges. The split ring shall be made of a ductile iron conforming to ASTM A536. The restraint tteyi s 5t3 ii „.;. ......:.........--........................ ...._.. coated using MEGA -BOND"". (For corriptete speEtfcatlo'hs on MEGA -BOND visit wwvv.ebaa.com.) The connecting tie rods that join the two rings shall be made of low alloy steel that conforms to ANSI; AWWA C11VA21.11. The assembly shall have a rated pressure, with a minimum two to one safety factor of 350 psi in sizes sixteen inch and below 250 psi in the ;sues ighteen inch through thirty-sixneh Ttl praduCtla{ irt~#tt@`Series 1700 Megalug rests' tMt::I16rh6§&:Manufactwt6 . 1 EBAA Iron, lnc. or approved.e�aE. Copyright 2006 0 ESAA Iron, Inc. • 4 1704 480 6 6 _.. 8 1708 9.06 10.1 14.15 6 •'kzi3 ........ ...:::::::::::::��;:.......-::;>:.:: ��' 13.1 16.20 8 iz18 . 14 1714 152 17.9 2188 ....8 %z18 -�A16 1T16 17.40 W 2413 10•tixi8 .......:....... 20 1720 2L60 24.6 28.50 12•iixi8 24 1724 25A 29.1 332 14•M18 Installation Instructions 'The Series 1700 is designed for restraining ductile iron pipe. conforming to ANSI/AWA C151/A21.5i ;all thickness Gasses), push on pipe bells. it has a restraint ring :in the spigot and a split ring behind the bell. 2.1nstall the split ring behind the bell in the direction indicated on the casting. Tighten the clamp bolts to 90 ft-lbs. 330 3.Place the Megalu90 restraint gland on the spigot with the lip extension toward the bell. 4.Assemtbe the push -on joint per the pipe manufacturers instructions. n 46.13 5.Position tte klegalug0 restraint on the spigot such _hat the bolts hoies are in alignment and the distance between the rings is suitable for the Us bolt length. Allow enough room on the tie bolt to fully engage 10.If removal is necessary: use the 5/8' hex heads provided. it reassembly is required, assemble the product In the same manner as indicated in the previous steps and tighten the wedge bolts to 90 ft-lbs. b'.lrnstaL the tie bolts in each available bolt hole for maximum distribution of operating forces. Place 87ignten the torque limiting twist off nuts in a nuts on the end of the tie bolts. Allow enough clockwise direction (direction indicated by arrow on top room on the tie bolt to fully engage the nut with of nut) until all wedges are in firm contact with the several threads showing. pipe surface. Continue tightening in an alternate manner until a:l of the nuts have been twisted off. 7.pull the restraint ring away from the joint until the slack is removed from _he thrust bolts. 9.Tighten the tie bolt nuts until the ring behind the bell Is in firm contact with the back of the tell. :<v+r.<w.rrar SWriii:::•:'f.:tri ti•}};+"f.R"f.: r. EBAA IRON Sales, Inc. P.O. Box 857, Eastland, TX 76448 Tel: (254) 629-1731 Fax:(254)629-8931 (800) 433-1716 within US and Canada contact@ebaa.com ^v.ebaa.com 2 0 0 5 E D I T I O N r iI-Il-lf FIELD LOK 3500 Gasket 4"-24" JOINT RESTRAINT NSF FOR WATER & WASTEWATER, FIRE PROTECTION & INDUSTRIAL APPLICATIONS I ifsh4 I I I ht El Ms. 4- co W 4"-24" 0 C6 Ca 00 FIELD LOK 3500 Gasket eo i.iox p p Table of Contents FIELD LOK 350®Gasket 3 Assembly ,�.a 4 Alternative Assembly Methods Pipe Diameters 8 Assembly Mark and Deflection __..... ° ..... _ _...— ...... 8 Special Notes Regarding the Use ..................... c` FIELD LOK 350 Gaskets 9 Disassembly for All Sizes 11 Products for Water, Waste Water and Fire Protection ....... 12 U.a PIPE AND FOUNDRY CO. FIELD LOK 350 Gasket BRO-080 REVISED 12.05 W EZ 4"-24" C co CM 00 FIELD LOK 3500 Gasket �kP3 FIELD LOK 350® Gasket Restrained joint pipe and fittings are used in pressurized Ductile Iron pipelines to prevent the joints of the line from separating due to thrust forces. Thrust forces generally occur at changes of direction in the line. Usually, a calculated length of pipeline extending from the location of the thrust force is restrained in the joints so that this force can be transmitted to the soil surrounding the line. The entire pipeline is often restrained for installations in poor soil or for critical lines. U.S. Pipe's FIELD LOK 350 Gasket has proven to be an extremely successful, trouble -free means of joint restraint for well over one million Ductile Iron pipe and fitting joint assemblies across North America. By simply inserting a FIELD LOK 350 Gasket into the socket of a TYTON JOINT° Pipe, Fitting or Valve, restraint is instantly achieved when the joint is assembled. Stainless steel locking segments vulcanized into the FIELD LOK 350 Gasket grip the pipe to prevent joint separation. FIELD LOK 350 Gaskets, utilizing patented improvements, are rated by U.S. Pipe for operating pressures up to 350 psi — a rating that now matches that of Pressure Class 350 pipe — giving the engineer and user new flexibility in designing piping systems. Underwriters Laboratories lists the 4'-24" sizes for 350 psi. Factory Mutual, utilizing a safety factor of 4, approves the 4"-16" sizes for 250 psi and the 18'-24' sizes for 200 psi service. With the use of the FIELD LOK 350 Gasket, push -on joint Ductile Iron TYTON JOINT Pipe or Fittings can be quickly and securely restrained as the joint is assembled. The restraint provided shall be a boltless, integral restraining system and shall be rated for 350 psi in accordance with the per- formance requirements of ANSI/AWWA C1ll/A21.11. Feld cut pipe are no longer a problem to restrain. No pipe surface preparation* or grooving is required for field cut pipe other than the cut end needing to be beveled as required for any push -on joint spigot end. With the FIELD LOK 350 Gasket in place, the joints are restrained without thrust blocks, bolts, grooves, rods, clamps or retainer glands, resulting in savings of labor, material and time. CAUTION: U.S. Pipe does not recommend FIELD LOK 350 Gaskets for use above ground. The long-term effect of cyclical movements can be gradual joint separation to the point that the seal on the gasket bulb is compromised. Sources of cyclical movements include vibration as may be found on bridge crossings, and thermal expansion and contraction resulting from atmospheric temperature changes. These conditions are not experienced with buried pipe lines. *See note on page 5 regarding pipe with thick coatings or tape wrap. FIELD We, FIELD LOK 350', TYTON°, TYTONIOHM and JR FLFr are registered trademarks of U.S. Pipe and foundry Company. FIELD LOK 350 Gaskets are covered by U.S. Patent Numbers 5.295,697and 5,464,228. ANSI/AWWA CI I I/A21.11 Standard for Rubber -Gasket Joints for Ductile Iron Pressure Pipe and Fittings. FIELD LOK 350 Gaskets are available in 4'-24' sizes and the pressure rating is based on the performance requirements of ANSI/AWWA C111/A21.11. NOTE: If specifiers and users believe that corrosive soils will be encountered where products are to be installed, please refer to ANSUAWWA C105/A21.5 Polyethylene Encasement for Ductile Iron Pipe Systems for proper extemal protection procedures. U.S. PIPE AND FOUNDRY CO. FIELD LOK 350 Gasket BRO-080 REVISED 12.05 Uj 4"-24" G co CM 00 Assembly Pipe Spigot FIELD LOK 350" Gasket P4 Retainer Seat FIELD LOK 350 Gasket .,---MON JOINT$Pipe Bell Corrosion Resistant Segment `Throat Socket Configuration NOTE: Actual socket configuration may vary from illustration. Figure 1. Loop the gasket for insertion and place in the socket with the heel of the gasket in the retainer seat of the socket. Figure 2. After inserting the gasket, seat it by pushing in the existing loop. However, in some cases it may be required to utilize two or more loops to properly seat the gasket. Figure 3. When two or more loops are required they should be as equal as possible and located at approxi mately the three and nine o'clock positions. Figure 4. The two loops are then pushed into place completing the insertion. K) 4. U.S. PIPE AND FOUNDRY CO. FIELD LOK 350• GASKET BRO-080 REVISED 12.05 W 4"-24" G co CM 00 FIELD LOK 3500 Gasket I r 1 2 0 0 5 E D I T 1 0 N PS i Assembly (cost.) Figure 5. Apply a thin film of MON JOINT' Lubricant to the exposed surface of the gasket that will come into contact with the entering pipe spigot. Only MON JOINT Lubricant should be used. CAUTION: The use of spray -on lubricant is not recommended. Experience has determined that spray - on lubricant may not have sufficient lubricity to allow joint assembly without gasket displacement. Figure 6. When pipe is cut in the field, the cut end may be readily conditioned so that it can be used to make up the next joint. The outside of the cut end (or any pipe without a bevel) should be beveled about 1/4" at an angle of about 30 degrees and the leading edge should be rounded. This can be done quite easily with a portable grinder. The operation removes any sharp, rough edges which otherwise might damage the gasket. Figure 7. When cut pipe, which have no assembly stripes, are to be assembled, the spigot insertion depth should be marked on the spigot to ensure that the joint is fully assembled. When deflection is required at the joint, the spigot should not be completely homed. Assembly mark locations by size and deflection information is given in Table 2. Figure 8. 6 to 7 inches of the spigot should be cleaned and a thin coat of TYTON JOINT' Lubricant applied. NOTE: Thick Coatings or Tape Wrap — The FIELD LOK 350 Gasket should not be used on pipe and fittings which have thick coatings or tape wrap on the outer diameter of the pipe. In general, if the peen pattern is not visible on the pipe surface, the coating may be too thick for proper penetration of the teeth of the FIELD LOK 350 Gasket. The thick asphalt coating should be removed from the end of the pipe or fitting before assembly. The coating must be no more than 2 mils thick for asphalt coating and 6 miles nominal thickness for 2 part epoxy coating on the plain end of the pipe. When it is known that field cuts will be made, several lengths can be ordered as "gauged full length". U.S. Pipe 'gauged full length "pipe are marked with a green stripe on the bell face. The ANSI/AWWA C151/A21.51 standard for Ductile Iron pipe requires factory gauging of the spigot end. Accordingly, pipe selected for field cutting should be measured at the location of the intended cut and must be within the tolerances shown in Table 1. 5. 7. 8. R b# U.S. PIPE AND FOUNDRY GO. FIELD LOK 350` GASKET BRO-080 REVISED 12.05 W CL a. 4°-24° C co co 00 FIELD LOK 3500 Gasket P6 Assembly (cost.) Figure 9. Insert the end of the pipe into the socket until it contacts the gasket. Keep the pipe in 9. alignment during assembly. Figure 10. Assenble the joint until the stripe closest to the plain end has the edge farthest from the plain end, flush with the bell face. It is not homed as deeply as with TYTON® Gaskets. Carefully reverse the assembly force to ensure that the joint is properly restrained. MOTE: if the pipe is inserted too far into the socket, it will not be possible to fully deflect the pint. See Table 2. 10• Figure 11. A feeler gauge can be inserted into the socket to verify the proper installation of the joint. lifter assembly, the joint may be deflected up to the number of degrees shown in Table 2. 1 Feeler Gauge Stainless Steel Locking Segment FIELD LOK 350'Gasket U.S. PIPE AND FOUNDRY CO. FIELD LOK 350` GASKET BRO-080 REVISED 12.05 W �I FIELD LOK 350 Gasket 4._24" ID LO I NSF. 0 2005 EDITION 00 P7 Alternative Assembly Methods The Backhoe Method of Assembly A backhoe may be used to assemble pipe of all sizes. The plain end of the pipe should be carefully guided by hand into the bell of the previously assembled pipe. The bucket of the backhoe may then t-e used to push the pipe until fully seated. Keep pipe in alignment to avoid damage to or dislodging of the gasket. A timber header should be used between the pipe and backhDe bucket to avoid damage to the pipe. Avoid "slamming" the pipe home to prevent damage to the lining material inside the bell at the back of the socket. The Come -A -Long Method of Assembly Some installers may prefer to use come-alongs to assemble TYTON JOINT® Pipe with FIELD LGK 350 Gaskets. U.S, PIPE AND FOUNDRY CO. FIELD LOK 350` GASKET BRO-080 REVISED 12.05 W 0- 4"-24" C co co 00 FIELD LOK 350'5 Gasket 2 0 0 5 E D I T 1 0 N P8 Pipe Diameters Table 1. Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication PIPE DIAMETER PIPE CIRCUMFERENCE NOMINAL PIPE Inches Inches SIZE MINIMUM MAXIMUM MINIMUM MAXIMUM Inches 4 4.14 4.86 14-7/8 15-9/32 6 6.84 6.96 21-15/32 21-718 8 _ _ 8.99 9.11 28-1/4 28-5/8 10 11.04 11.16 34-11/16 35-1/16 12 13.14 13.26 41-9/32 41-21/32 14 15.22 15.35 47-13/16 48-7/32 16 17.32 17.45 54-13/32 54-13/16 18 19.42 19.55 61 61-13/32 20 21.52 21.65 67-19/32 681/32 24 25.72 25.85 80-25/32 81-7/32 Assembly Mark and Table 2. Assembly Mark and Deflection. Deflection LOCATION OF MAXIMUM** DEFLECTION APPROX. RADIUS OF CURVE PIPE ASSEMBLY JOINT OF 18 It PRODUCED BY SUCCESSION SIZE MARK* DEFLECTION LENGTHS OF JOINTS-18 It LENGTHS Inches Inches Degrees Inches Feet 4 2-3/4 5 19 205 6 2-15/16 5 19 205 8 3-1/4 5 19 205 10 3-5/16 5 19 205 12 3-5/16 5 19 205 14 4-9/16 4 15 257 16 4-9/16 4_ _ 15 257 18 4-9/16 ......... 4 15 257 20 5-1/16 2.5 9.5 412 24 5-1/2 2.5 9.5 412 *Fcr full deflection application, insert spigot no deeper than the first assembly stripe. "The pipe to be installed must be kept in straight alignment with the previously installed pipe or fitting during assembly. Joint deflection may be made upon completion of the assembly. U.1, PIPE AND FOUNDRY CO. FIELD LOK 350' GASKET BRO-080 REVISED 12.05 W 4"-24" 0 CG ce co FIELD LOK 3500 Gasket P9 Special Notes Regarding the use of FIELD LOK 350 Gaskets FIELD LOK 350 Gaskets will have a tag attached to them with gasket assembly instructions and a "CAUTION!"notice. 1. Do not use FIELD LOK 350 Gaskets to provide electrical joint conductivity for thawing purposes. Such use may damage the gaskets. 2. Use FIELD LOK 350 Gaskets only in push -on joints which have the trademark TYTON11 or MON JOINT®. Use in other joints may result in joint separation. 3. FIELD LOK 350 Gaskets should not be used in above ground installations. 4. Do not use FIELD LOK 350 Gaskets with corroded pipe. 5. U.S. Pipe has not conducted tests with gray iron or plastic piping products and, therefore, cannot recommend or warrant the use of FIELD LOK 350 Gaskets with gray iron (pipe, fittings or valves) or plastic (pipe or fittings). 6. Always make sure that the gasket is properly placed in the socket with the bulb or thickest portion of the gasket being deepest in the socket. 7. Use in casings: Pipelines restrained with FIELD LOK 350 Gaskets may be installed in straight casings by pulling, not pushing, the line through the casing. Assembly of the joints must be controlled, such as with come -a -longs or cable hoists, to prevent fully "homing" the spigot to the base of the socket to allow for joint deflection. When it is necessary that the pipeline be installed through a casing, TR FLEX' Pipe is recommended. 8. Do not reuse FIELD LOK 350 Gaskets. 9. Do not use FIELD LOK 350 Gaskets with Tyton Plugs since it is not possible to remove the plug after the joint is assembled. 10. Although disassembly of joints restrained with HELD LOK 350 Gaskets is possible, the use of TR FLEX' Pipe and Fittings is recommended if disassembly of the joints is planned or anticipated. 11. If the maximum joint deflection is necessary, do not push the pipe to the bottom of the socket. 12. For cold weather assemblies, keep the temperature of the FIELD LOK 350 Gaskets above 40' F. 13. Approximately twice as much assembly force may be required to assemble a FIELD LOK 350 Gasket joint as is required for a conventional TYTOW Gasket push -on joint. U.S. PIPE AND FOUNDRY CO. FIELD LOK 350` GASKET BRO-080 REVISED 12.05 W CL 4"-24" G ca C0 00 FIELD LOK 3500 Gasket P10 Special Notes Regarding the use of FIELD LOK 350 Gaskets (cont.) 14. If FIELD LOK 350 Gaskets are used in vertical installations, provisions must be made to keep -he joint extended and not allow the teeth to become disengaged from the pipe. Failure to <eep vertical joints extended can result in joint separation. 15. --or cut pipe, select pipe with diameters or circumferences at the cut location which conform -o Table 1. 16. --or cut pipe, ensure that a tapered bevel similar to the one furnished with the pipe is ground onto the end of the pipe. (See illustration at right.) 1 . Measure the socket depth and make a mark on the pipe spigot that distance from the end of -he pipe. This mark will indicate when the joint is fully "home 18. Keep the joint in straight alignment during assembly, especially when handling fittings. Do not fully "home" the joint if maximum joint deflection is required. Set the joint deflec- tion after the assembly is made. 19. - heck for correct positioning of the FIELD LOK 350 Gasket by inserting a feeler gauge in the apace between the bell and the pipe OD in several locations around the socket to assure that -he gasket is in proper position in the socket. CAUTION!! DURING ASSEMBLY COFIRi6i I Grind Bevel (See Note #16) 5/8"minimum 1/8"minimum Break _ Edge of End J.S. PIPE AND FOUNDRY CO. FIELD LOK 350 Gasket BRO-080 REVISED 12.05 fflORTHT13WN Pipe Protection Products POLYWRAP Product Data Sheet TUBULAR POLYETHYLENE PROTECTION FOR CAST IRON, DUCTILE IRON AND STEEL PIPE PRODUCT HISTORY Certain soils and artificial environments have been shown to be corrosive to cast iron pipe. In severe environments, the life of the pipe has been significantly shortened. Extensive tests and field installations for over 47 years have shown that loose polyethylene encasement of the pipe is an effective and economical means of corrosion protection. PRODUCT USE / DESCRIPTION Polyethylene film prevents contact between the pipe and the surrounding soil for corrosion protection. However, it is not expected to be an airtight or watertight encasement. It is available in natural (clear), black, purple, blue, green and custom colors, and it is offered in widths suitable for all pipe sizes. INSTALLATION Per AWWA C105-05 there are 3 installation methods. Method A, the most commonly used is described here. The 8 mil polyethylene tube should be cut to lengths that provide a one foot overlap beyond each end of a pipe section. Slip the tubing over the pipe with the printed side up, and bunch it back to clear both ends. A shalow bell hole should be made to fadlitate installation of the polyethylene. Lower pipe into position and make up the joint, Pull tubing over the joint from the preceding pipe length and tape it securely to the new pipe length. Overlap the polyethylene from the new pipe length back over the same joint and tape in place on the preceding pipe barrel. Pull the polyethylene along the length of the new pipe, folding excess tubing over the top of the pipe barrel and securing it every 3 to 4 feet. Keep the excess polyethylene for the overlap of the r:ext joint bunched back from the joint in preparation for making the next joint. Repeat this process for each po'yethylene taped into place. SPECIFICATIONS The 8 mil minimum, group 2, linear low density, flat tube, virgin: polyethylene film provided meets or exceeds the requirements of AWWA C105-05, ANSI A21.5-05, ASTM D4976 and NT4112-05. The film is marked showing trademark, year of manufacture, type of resin, specification conformance, applicable pipe sizes and the words "warning corrosion protection -repair any damage." PROPERTIES Tensile Strength Elongation Dielectric Strength Impact Resistance Propagation Tear Resistance 3600 psi, minimum—ASTM D882 800%, minimum—ASTM D882 800 V/mil, minimum—ASTM D149 600 g, minimum—ASTM D1709-B 2550 gf, minimurn—ASTM D1922 OPTIONS Northtown's Polywrap is also made in 3' X 100' flat sheets for wrapping fittings and appurtenances and for use in joint make-up, as described in 4.4.2.2 of the AWWA standard, 800 WRAP -A -PIPE P.O. Box 2064 Huntington Beach CA 92647 714 897-0700 Fax 714 897-0600 i A U13PI-II • I www.sigmaco.com ©2007 Sigma Corporation, All Rights Reserved t aws 07r/)*s ¢ s www.sigmaco.com @SIGMA Weights in Pounds, Less Accessories/ Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 eo0w C153 Mechanical Joint Compact Fittings 3-48" Ductile Iron Mechanical Joint Fittings Class 350 MATERIAL: Ductile Iron ASTM A536 PRESSURE: 350PSI WATER WORKING PRESSURE (CLASS 350) 3" - 24": & 250 PSI 30" - 48" TESTING: In accordance with ANSI / AWWA C153 / A21.53 & UL - FM requirements LAYING LENGTH:Short body design - straight section of body deleted to provide a compact and lighter fitting without reducing strength or flow characterisitics, in accordance with ANSI / AWWA C153 / A21.53 C=MENT LINING: In accordance with ANSI / AWWA C104 / A21.4 COATING: Tar coated (bituminous) inside and out in ac.-ordance with ANSI / AWWA C104 / A21.4 GASKETS: SBR in accordance with ANSI / AWWA C111 / A21.11 T-BOLTS: Low Alloy corrosion resistant high strength steel in accordance with ANSI / AWWA C111 / A21.11 APPROVALS: 3"-16" Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: Certified to NSF61 Standard ANSI / AWWA C153 / A21.53 for Compact Ductile Iron Fittings 3"-48" for water and other liquids. X< Mechanical Joint Detail Plain End Detail Size A B C D F J K1 K2 L M P S X Bolts No Size Len LS 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.63 0.39 3/4 4 5/8 3.0 5.5 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.75 0.39 7/8 4 3/4 3.5 5.5 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.75 0.43 7/8 6 3/4 3.5 5.5 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.75 0.45 7/8 6 3/4 3.5 5.5 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.75 0.47 7/8 8 3/4 3.5 5.5 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.75 0.49 7/8 8 3/4 3.5 5.5 1z- 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.75 0.55 7/8 10 3/4 4.0 8.0 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.75 0.58 7/8 12 3/4 4.0 8.0 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 0.75 0.68 7/8 12 3/4 4.0 8.0 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 0.75 0.69 7/8 14 3/4 4.0 8.0 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 0.75 0.75 7/8 16 3/4 4.5 8.0 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 1.00 0.82 11/8 20 1 5.5 8.0 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 1.00 11/8 24 1 5.5 8.0 1-2 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.00 1.25 13/8 28 11/4 6.0 8.0 48 150.80 14.00 152.09 152.26 150.97 157.50 160.00 160.00 11.45 12.00 1.00 11.35 13/8 132 11,/4 16.0 18.0 1 ©2007 Sigma Corporation, All Rights Reserved ,www.sigmaco.com Weights in Pounds, Less Accessories/ Dimensions in inches @SIGMA Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings 90 Degree Bends MIxMI MIxPE Size I Item No. Wt. A Item No. Wt A B t 2 DM B290 17 3.00 0.30 3 DMB390 19 3.50 DME390 16 3.25 8.50 0.33 4 DMB490 25 4.00 DME490 22 4.00 9.50 0.34 6 DMB690 39 5.00 DME690 41 5.00 U50 0.36 8 DMB890 57 6.50 DME890 58 6.50 12.50 0.38 10 DMB1090 89 7.50 DME1090 88 7.50 13.00 0.40 12 DMB1290 108 9.00 DME1290 114 9.00 14.50 0.42 14 DNIS1490 210 11.50 DME1490 211 11.50 19.50 0.47 16 DNIB1690 264 12.50 DME1690 248 12.50 20.50 0.50 18 DNIB1890 335 14.00 DME1890 325 14.00 21.00 0.54 20 DNIB2090 400 15.00 DME2090 390 15.00 22.50 0.57 24 DMB2490 565 16.75 DME2490 575 17.00 25.00 0.61 30 DM133090 930 21.50 DME3090 865 21.50 30.50 0.66 36 DM63690 1,450 24.50 DME3690 1,355 24.50 33.50 0.74 42 DMB4290 2,205 29.25 DME4290 2,055 29.25 38.25 0.82 48 DMB4890 2,990 33.25 DME4890 2,805 33.25 42.25 0.90 45 Degree Bends M1 x MI M 1 x PF Size Item No. Wt A Item No. Wt A B T 2 DMB245 10 1.50 0.30 3 DMB345 16 1.50 DME345 13 1.50 7.00 0.33 4 DMB445 22 2.00 DME445 19 2.00 7.50 0.34 6 DMB645 32 3.00 DME645 34 3.00 8.50 0.36 8 DMB845 46 3.50 DME845 49 3.50 9.00 0.38 10 DMB1045 70 4.50 DME1045 70 4.50 10.00 0.40 12 DMB1245 86 5.50 DME1245 93 5.50 11.00 0.42 14 DMB1445 160 5.00 DME1445 146 5.00 13.00 0.47 16 DMB1645 202 5.50 DME1645 212 5.50 13.50 0.50 18 DMB1845 250 6.00 DME1845 235 6.00 13.00 0.54 20 DMB2045 305 7.00 DME2045 290 7.00 14.00 0.57 24 DMB2445 405 7.50 DME2445 390 7.50 14.50 0.61 30 DMB3045 780 10.50 DME3045 715 10.50 19.50 0.66 36 DMB3645 1135 11.50 DME3645 1,040 12.00 21.00 0.74 42 DMB4245 1610 14.00 DME4245 1,460 14.00 23.00 0.82 48 1 DMB4845 12090 115.00 1 DME4845 11,905 115.00 124.00 0.90 22-1/2 Degree Bends MJ x MJ MI x PF Size Rem No. Wt A Item No. Wt A B T 3 DMB322 15 1.00 DME322 12 1.00 6.50 0.33 4 DMB422 18 1.50 DME422 18 1.50 7.00 0.34 6 DMB622 31 2.00 DME622 29 2.00 7.50 0.36 8 DMB822 46 2.50 DME822 43 2.50 8.00 0.38 10 DMB1022 64 3.00 DME1022 61 3.00 8.50 0.40 12 DMB1222 80 3.50 DME1222 79 3.50 9.00 0.42 14 DMB1422 136 3.75 DME1422 133 3.75 11.25 0.47 16 DMB1622 172 3.75 DME1622 166 3.75 11.75 0.50 18 DMB1822 255 4.50 DME1822 235 6.00 13.00 0.54 20 DMB2022 310 4.50 DME2022 300 7.00 14.00 0.57 24 OMB2422 412 4.50 DME2422 395 7.50 14.50 0.61 30 DMB3022 665 6.75 DME3022 600 6.75 15.75 0.66 36 DMB3622 960 7.75 DME3622 865 7.75 16.75 0.74 42 DMB4222 1350 9.00 DME4222 1,200 9.00 18.00 0.82 48 CMB4822 1760 10.00 DME4822 1,575 10.00 19.00 0.90 DM B Me OE ...... j...... ...�. NU x K'1_I ©2007 Sigma Corporation, All Rights Reserved www.sigmaco.com Weight 9SIGMA s in Pounds, Less Accessories/ Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings 11-1/4 Degree Bends 90 deg. bends MJ x MJ MIYPF Size Item No. wt A Item No. wt. A B T 3 DMB311 14 1.00 DME311 12 1-00 6.50 0.33 4 DMB411 16 1.25 DME411 17 1-25 6.25 0.34 6 DMB611 30 L50 DME611 27 1.50 7.00 0.36 8 DMB811 42 1.75 DME811 39 L75 7.25 0.38 10 DMB1011 58 2.00 DME1011 52 2.00 7.50 0.40 12 DMB1211 67 2.25 DME1211 69 2.25 7.75 0.42 14 DMB1411 93 2.50 DME1411 118 2.50 10.50 0.47 16 DMB1611 148 2.50 DME1611 136 2.50 10.50 0.50 18 DMB1811 205 3.00 DME1811 235 6.00 13.00 0.54 20 DMB2011 245 3.00 DME2011 300 7.00 14.00 0.57 24 DMB2411 315 3.00 DME2411 400 7.50 14.50 0.61 30 DMB3011 600 4.75 DME3011 535 4.75 13.75 0.66 36 DMB3611 820 5.00 DME3611 725 5.00 14.00 0.74 42 DMB4211 1,180 6.00 DME4211 1,030 6.00 15.00 0.82 L-L48 DMB4811 1,475 6.50 DME4811 1,290 6.50 15.50 1 0.90 Pi J.) X f-<S>'.CAOi`t�(i`9E 41f '' TTFUD A MJ x Flange Bends & Adapters 45 deg. bends AriantPrc Size Item No. A S wt Item No. A S wt Item No. L wt T 3 MFB390 3.50 5.50 21 MFB345 1.50 3.00 17 MFA3 3.50 18 0.33 4 MFB490 4.00 6.50 28 MFB445 2.00 4.00 34 MFA4 3.50 24 0.34 6 MFB690 5.00 8.00 46 MFB645 3.00 5.00 57 MFA6 3.50 36 0.36 8 MFB890 6.50 9.00 71 MFB845 3.50 5.50 83 MFA8 4.00 52 0.38 10 MFB1090 7.50 11.00 121 MFB1045 4.50 6.50 122 MFA10 4.00 67 0.40 12 MFB1290 9.00 12.00 155 MFB1245 5.50 7.50 159 MFA12 4.00 80 0.42 14 MFA14 5.00 126 0.47 16 MFB1690 12.50 15.00 280 MFB1645 5.50 8.00 290 MFA16 5.00 166 0.50 18 MFA18 5.00 206 0.54 20 MFB2090 15.00 18.00 441 MFB2045 7.00 9.50 338 MFA20 5.00 275 0.57 24 MFB2490 16.75 22.00 618 MFB2445 7.50 11.00 442 MFA24 5.00 324 0.61 30 1 1 1 1 1 1 1 1 1 MFA30 17.00 1420 10.66 MJ x Flange 22-1/2 Bends Size Item No. A S T wt. 3 MF6322 1.00 3.00 0.33 15 4 MFB422 1.50 4.00 0.34 23 6 MFB622 2.00 5.00 0.36 37 8 MF6822 2.50 5.50 0.38 56 10 MFB1022 3.00 6.50 0.40 81 12 1 MFB1222 13.50 17.50 10.42 1 114 3 ©2007 Sigma Corporation, All Rights Reserved www.sigmaco.com Weights in Pounds, Less Accessories/ Dimensions in inches @SIGMA Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings Crosses Size Item No. H J T T1 Wt. Run Branch 3 3 DMC33 3.00 3.00 0.33 0.33 35 4 3 DMC43 3.50 4.00 0.34 0.33 49 4 4 DMC44 4.00 4.00 0.34 0.34 57 6 4 DMC64 4.00 5.00 0.36 0.34 68 6 6 DMC66 5.00 5.00 0.36 0.36 75 8 4 DMC84 4.00 6.50 0.38 0.34 99 8 6 DMC86 5.00 6.50 0.38 0.36 108 8 8 DMC88 6.00 6.00 0.38 0.38 105 10 3 DMC103 3.00 7.50 0.40 0.33 115 10 4 DMC104 4.00 7.50 0.40 0.34 98 10 6 OMC106 5.00 7.50 0.40 0.36 118 10 8 DMC108 6.50 7.50 0.40 0.38 138 10 10 DMC1010 7.00 7.00 0.40 0.40 145 12 4 DMC124 4.00 8.75 0.42 0.34 100 12 6 DMC126 5.00 8.75 0.42 0.36 140 12 8 DMC128 6.50 8.75 0.42 0.38 162 12 10 DMC1210 7.50 8.75 0.42 0.40 190 12 12 DMC1212 8.50 8.50 0.42 0.42 213 14 8 DMC148 8.00 10.50 0.47 0.38 259 14 14 DMC1414 10.50 10.50 0.47 0.47 299 16 6 DMC166 6.50 11.50 0.50 0.36 250 16 8 DMC168 7.50 11.50 0.50 0.38 289 16 10 DMC1610 8.50 11.50 0.50 0.40 345 16 12 DMC1612 9.50 11.50 0.50 0.42 397 16 16 DMC1616 11.50 11.50 0.50 0.50 385 20 20 DMC2020 14.00 14.00 0.57 0.57 605 24 24 DMC2424 16.00 16.00 0.61 0.61 830 30 30 DMC3030 22.00 22.00 0.66 0.66 1840 36 36 DMC3636 26.00 26.00 0.74 0.74 2655 42 42 DMC4242 30.00 30.00 0.82 0.82 3725 48 148 1 DMC4848 133.50 133.50 10.90 10.90 14955 Tees SIZE MJ x MJ MJ x Flan e Run Br. Item No. Wt. H J T T1 Item No. Wt. H L 2 2 DMT22 16 3.00 3.00 0.30 0.30 3 3 DMT33 28 3.00 3.00 0.33 0.33 DMF33 28 3.00 5.50 4 2 DMT42 29 3.00 4.00 0.34 0.30 4 3 DMT43 30 3.50 4.00 0.34 0.33 4 4 DMT44 32 4.00 4.00 0.34 0.34 DMF44 38 4.00 6.50 6 3 DMT63 42 3.50 5.00 0.36 0.33 DMF63 51 3.50 8.00 6 4 DMT64 46 4.00 5.00 0.36 0.34 DMF64 54 4.00 8.00 6 6 DMT66 56 5.00 5.00 0.36 0.36 DMF66 56 5.00 8.00 8 3 DMT83 52 3.50 6.50 0.38 0.33 DMF83 70 4.00 9.00 8 4 DMT84 60 4.00 6.50 0.38 0.34 DMF84 72 4.00 9.00 8 6 DMT86 72 5.00 6.50 0.38 0.36 DMF86 83 5.00 9.00 8 8 DMT88 86 6.50 6.50 0.38 0.38 DMF88 94 6.50 9.00 10 3 DMT103 75 4.00 7.50 0.40 0.33 10 4 DMT104 78 4.00 7.50 0.40 0.34 DMF104 89 4.00 11.00 10 6 DMT106 90 5.00 7.50 0.40 0.36 DMF106 107 5.00 11.00 10 8 DMT108 105 6.50 7.50 0.40 0.38 DMF108 115 6.50 11.00 10 10 DMT1010 120 7.50 7.50 0.40 0.40 DMF1010 130 7.50 11.00 12 3 DMT123 90 4.00 8.75 0.42 0.33 12 4 DMT124 94 4.00 8.75 0.42 0.34 DMF124 115 4.00 12.00 12 6 DMT126 110 5.00 8.75 0.42 0.36 DMF126 120 5.00 12.00 12 18 1 DMT128 125 6.50 8.75 0.42 0.38 DMF128 146 6.50 12-00 ©2007 Sigma Corporation, All Rights Reserved 0 DMC A .t ... :..... ... .......... ...... ... . i )• PAJ x Mj MIT n i i W x FLANGE DM F 4 www.sigmaco.com @SIGMA C153 Mechanical r MJ .x NU DrAT NU. x FLANGE DMF Weights in Pounds, Less Accessories / Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 Joint Compact Fittings Tees (continued) SIZE MJ x MJ I MJ x Flan e Run Br. Item No. Wt H I J T I T1 Item No. Wt. H L 12 10 DMT1210 140 7.50 8.75 0.42 0.40 DMF1210 174 7.50 12.00 12 12 DMT1212 160 8.75 8.75 0.42 0.42 DMF1212 198 8.75 12.00 14 4 DMT144 172 5.50 10.50 0.47 0.34 14 6 DMT146 182 6.50 10.50 0.47 0.36 14 8 DMT148 206 7.50 10.50 0.47 0.38 14 10 DMT1410 228 8.50 10.50 0.47 0.40 14 12 DMT1412 234 9.50 10.50 0.47 0.42 14 14 DMT1414 280 10.50 10.50 0.47 0.47 16 6 DMT166 228 6.50 11.50 0.50 0.36 DMF166 213 6.50 15.00 16 8 DMT168 248 7.50 11.50 0.50 0.38 DMF168 260 7.50 15.00 16 10 DMT1610 264 8.50 11.50 0.50 0.40 DMF1610 287 8.50 15.00 16 12 DMT1612 280 9.50 11.50 0.50 0.42 DMF1612 312 9.50 15.00 16 14 DMT1614 316 10.50 11.50 0.50 0.47 16 16 DMT1616 322 11.50 11.50 0.50 0.50 18 6 DMT186 275 6.50 12.50 0.54 0.36 DMF186 261 6.50 15.50 18 8 DMT188 295 7.50 12.50 0.54 0.38 18 10 DMT1810 315 8.50 12.50 0.54 0.40 18 12 DMT1812 335 9.50 12.50 0.54 0.42 18 14 DMT1814 380 10.50 12.50 0.54 0.47 18 16 DMT1816 428 11.50 12.50 0.54 0.50 18 18 DMT1818 448 12.50 12.50 0.54 0.54 20 6 DMT206 348 6.50 14.00 0.57 0.36 DMF206 345 6.50 17.00 20 8 DMT208 345 8.00 14.00 0.57 0.38 DMF208 384 8.00 17.00 20 10 DMT2010 370 9.00 14.00 0.57 0.40 20 12 DMT2012 441 10.00 14.00 0.57 0.42 20 14 DMT2014 440 11.00 14.00 0.57 0.47 20 16 DMT2016 465 12.00 14.00 0.57 0.50 20 18 DMT2018 505 13.00 14.00 0.57 0.54 20 20 DMT2020 535 14.00 14.00 0.57 0.57 24 6 DMT246 415 7.00 16.00 0.61 0.36 DMF246 460 7.00 19.00 24 8 DMT248 445 8.00 16.00 0.61 0.38 DMF248 418 8.00 19.00 24 10 DMT2410 470 9.00 16.00 0.61 0.40 24 12 DMT2412 500 10.00 16.00 0.61 0.42 24 14 DMT2414 550 11.00 16.00 0.61 0.47 24 16 DMT2416 580 12.00 16.00 0.61 0.50 24 18 DMT2418 630 13.00 16.00 0.61 0.54 24 20 DMT2420 660 14.00 16.00 0.61 0.57 24 24 DMT2424 720 16.00 16.00 0.61 0.61 30 6 DMT306 700 7.00 20.00 0.66 0.36 30 8 DMT308 739 8.50 20.00 0.66 0.38 30 12 DMT3012 830 10.00 20.00 0.66 0.42 30 16 DMT3016 959 12.50 20.00 0.66 0.50 30 20 DMT3020 995 15.00 20.00 0.66 0.57 30 24 DMT3024 1060 16.00 20.00 0.66 0.61 30 30 DMT3030 1323 20.00 20.00 0.66 0.66 36 12 DMT3612 1205 10.00 23.50 0.74 0.43 36 16 DMT3616 1350 12.50 23.50 0.74 0.52 36 24 DMT3624 1498 16.00 23.50 0.74 0.61 36 30 DMT3630 1767 20.00 23.50 0.74 0.66 36 36 DMT3636 1900 23.50 23.50 0.74 0.74 42 12 DMT4212 1410 10.00 29.50 0.82 0.43 42 24 DMT4224 2270 20.00 27.50 0.82 0.61 42 30 DMT4230 2425 22.00 29.50 0.82 0.66 42 36 DMT4236 3000 30.00 30.00 0.82 0.74 42 42 DMT4242 3175 30.00 30.00 0.82 0.82 48 24 DMT4824 2870 23.00 32.00 0.90 0.61 48 30 DMT4830 3050 23.00 32.00 0.90 0.66 48 36 DMT4836 3900 33.50 32.25 0.90 0.74 48 42 DMT4842 4100 33.50 33.50 0.90 0.82 48 148 IDMT4848 14250 133.50 133.50 10.90 10.90 ©2007 Sigma Corporation, All Rights Reserved www.sigmaco.com Weights in Pounds, Less Accessories/ Dimensions in inches @SIGMA Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings Tapped Tees and Crosses Size TEE CROSS T L Tap Size Item No. wt Item No. wt 3 DTT3 35 DTC3 19 0.33 6.0 2 4 DTT4 45 DTC4 23 0.34 8.0 2 6 DTT6 70 DTC6 37 0.36 10.0 2 8 DTI-8 95 DTC8 53 0.38 13.0 2 10 DTT10 130 DTC10 68 0.40 14.0 2 12 DTT12 165 DTC12 88 0.42 17.5 2 16 DTT16 178 DTC16 178 0.50 23.0 2 20 DTI-20 259 DTC20 259 0.57 28.0 2 24 1 DTT24 1320 1 DTC24 1320 10.61 132.0 12 Cans and Plus Size CAP SOLID CAP TAPPED wt PLUG SOLID PLUG TAPPED wt Item No. Item No. Item No. Item No. 3 DMK3 DTK3 8 DMP3 DTP3 8 4 DMK4 DTK4 9 DMP4 DTP4 10 6 DMK6 DTK6 15 DMP6 DTP6 16 8 DMK8 DTK8 22 DMP8 DTP8 26 10 DMKIO DTK10 32 DMP10 DTP10 36 12 DMK12 DTK12 42 DMP12 DTP12 46 14 DMK14 DTK14 66 DMP14 DTP14 75 16 DMK16 DTK16 92 DMP16 DTP16 95 1E DMK18 DTK18 114 DMP18 DTP18 121 2C DMK20 DTK20 125 DMP20 DTP20 135 24 DMK24 DTK24 166 DMP24 DTP24 175 30 DMK30 DTK30 345 DMP30 DTP30 355 36 DMK36 DTK36 628 DMP36 DTP36 688 Push In Plugs Size SOLID PLUG TAPPED PLUG Wt T Item No. Item No. 4 DPP4 PTP4 12 0.43 6 DPP6 PTP6 20 0.47 8 DPP8 PTP8 27 0.49 10 DPP10 PTP10 36 0.52 12 DPP12 PTP12 47 0.54 1E I DPP16 I PTP16 159 10.60 Wyes (45 degree laterals) Size Item No. X Y T T1 wt Run Branch 3 3 DMY33 2.0 8.5 .34 .34 36 4 4 DMY44 2.5 9.5 .35 .35 45 6 4 DMY64 1.5 11.0 .37 .35 67 6 6 DMY66 3.0 13.0 .37 .37 93 8 4 DMY84 0.5 13.0 .39 .35 93 8 6 DMY86 2.0 14.5 .39 .37 113 8 8 DMY88 3.5 16.0 .39 .39 136 10 4 DMY104 0.0 15.0 .41 .35 118 10 6 DMY106 1.0 16.0 .41 .37 136 10 8 DMY108 2.5 17.0 .41 .39 170 10 10 DMY1010 3.5 19.0 .41 .41 199 12 4 DMY124 0.0 16.5 .43 .35 150 12 6 DMY126 1.5 18.5 .43 .37 186 12 8 DMY128 1.5 18.5 .43 .39 188 12 10 DMY1210 3.0 20.0 .43 .41 223 12 112 1 DMY1212 14.5 122.5 1.43 1.43 1272 ©2007 Sigma Corporation, All Rights Reserved .........z.. $ DTK Y i. MAP . DTP www.sigmaco.com Weight @SIGMA s in Pounds, Less Accessories/ Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings 1..: A........... r �. . DMR SPR LPR PPR Reducers Size Iter No. Wt. L Item No. wt. LS I Item No. Wt. L2 Item No. Wt. L3 T TS 4 x 2 DMR42 16 2.50 SPR42 14 8.00 0.34 0.30 4 x 3 DMR43 18 3.00 SPR43 17 8.50 LPR43 18 8.50 PPR43 14 14.00 0.34 0.33 6 x 3 DMR6.3 22 5.00 SPR63 24 10.50 LPR63 19 10.50 PPR63 19 16.00 0.36 0.33 6 x 4 DMR64 24 4.00 SPR64 25 9.50 LPR64 25 9.50 PPR64 22 15.00 0.36 0.34 8 x 4 DMR84 32 5.00 SPR94 30 10.50 LPR84 34 10.50 PPR84 30 16.00 0.38 0.34 8 x 6 DMR83 36 4.00 SPR86 35 9.50 LPR86 32 9.50 PPR86 30 15.00 0.38 0.36 10 x 4 DMR104 46 7.00 SPR104 43 12.50 LPR104 43 12.50 PPR104 46 18.00 0.40 0.34 SO x 6 DMRL:-6 47 5.00 SPR106 46 10.50 LPR306 42 10.50 PPR106 46 16.00 0.40 0.36 10 x 8 DMRIC�B 50 4.00 SPR108 42 9.50 LPR108 50 9.50 PPR108 49 15.DO 0.40 0.38 12 x 4 DMR124 58 9.00 SPR124 60 14.50 LPR124 60 14.50 PPR124 58 20.00 0.42 0.34 12 x 6 DMR126 58 7.00 SPR126 58 12.50 LPR126 58 12.50 PPR126 58 18.00 0.42 0.36 12 x 8 DMR128 57 5.00 SPR128 54 10.50 LPR128 55 10.50 PPR128 59 16.00 0.42 0.38 12 x10 DMR1210 61 4.00 SPR1210 59 9.50 LPR1210 59 9.50 PPR1210 59 15.00 0.42 0.40 14 x 6 DMR146 100 9.00 SPR146 100 16.90 LPR146 104 14.50 PPR146 93 22.30 0.47 0.36 14 x 8 DMR148 100 7.00 SPR148 98 14.90 LPR148 98 12.40 PPR148 94 20.30 0.47 0.38 14 x 10 DMR1410 100 5.00 SPR1410 94 12.90 LPR1410 92 10.40 PPR1410 90 18.30 0.47 0.40 14 x 12 DMR1412 100 4.00 SPR1412 90 11.90 LPR1412 92 9.40 PPR1412 88 17.30 0.47 0.42 16 x 6 OMR166 124 11.00 SPR166 125 18.90 LPR166 136 16.50 PPR166 93 24.30 0.50 0.36 16x8 DMR168 124 9.00 SPR168 121 16.90 LPR168 128 14.40 PPR168 121 22.30 0.50 0.38 16x10 DMR1610 124 7.00 SPR1610 105 15.00 LPR1610 123 12.50 PPR1610 119 20.50 0.50 0.40 16 x 12 DMR1612 112 5.00 SPR1612 109 12.90 LPR1612 108 10.50 PPR1612 99 18.30 0.50 0.42 16 x 14 DMR1614 140 4.00 SPR1614 126 12.00 LPR1614 132 12.00 PPR1614 129 19.70 0.50 0.47 18 x 6 DMR186 194 16.00 0.54 0.36 18x8 DMR188 190 13.00 SPR188 170 20.00 LPR188 195 19.50 PPR188 170 27.40 0.54 0.38 18 x 10 DMRu810 195 10.00 SPR1810 165 18.00 LPR1810 185 17.40 PPR1810 160 25.50 0.54 0.40 18 x 12 DMR_812 180 7.00 SPR1812 150 15.50 LPR1812 175 14.00 PPR1812 150 19.50 0.54 0.42 18 x 14 DMR2814 190 6.00 5PR1814 175 15.00 LPR1814 190 15.00 PPR1814 160 23.00 0.54 0.47 18 x 16 DMR_816 193 5.00 SPR1816 170 12.50 LPRS816 190 12.50 PPR1816 145 18.00 0.54 0.50 20 x 6 DMR20 6 232 22.00 SPR206 201 30.00 LPR206 231 27.50 PPR206 106 35.50 0.57 0.36 20 x 8 DMR208 227 19.00 SPR208 198 27.00 LPR208 227 24.50 PPR208 106 32.50 0.57 0.38 20 x 10 DMR2010 230 14.00 SPR2010 200 22.00 LPR2010 210 19.00 PPR2010 180 27.50 0.57 0.40 20 x 12 DMR2012 205 12.00 SPR2012 170 17.50 LPR2012 205 16.00 PPR2012 190 21.50 0.57 0.42 20 x 14 DMR2014 200 10.00 SPR2014 190 18.00 LPR2014 205 17.90 PPR2014 195 26.00 0.57 0.47 20 x 16 DMR2016 200 7.00 SPR2016 185 13.50 LPR2016 200 13.50 PPR2016 170 19.00 0.57 0.50 20 x 18 DMR2018 225 4.00 SPR2018 200 12.00 LPR2018 225 12.00 PPR2018 190 20.00 0.57 0.54 24 x 6 DMR246 322 28.00 SPR246 284 36.00 LPR246 320 33.50 PPR246 283 41.50 0.61 0.36 24 x 8 DMR248 318 25.00 SPR248 282 33.00 LPR248 316 30.50 PPR248 281 38.50 0.61 0.38 24 x 10 DMR24_O 312 22.00 SPR2410 276 30.00 LPR2410 310 27.50 PPR2410 274 35.50 0.61 0.40 24 x 12 DMR24L2 305 16.00 SPR2412 275 21.50 LPR2412 290 21.00 PPR2412 240 22.50 0.61 0.42 24 x 14 DMR24_4 310 14.00 SPR2414 310 22.00 LPR2414 315 21.90 PPR2414 295 25.00 0.61 0.47 24 x 16 DMR24_6 320 12.00 SPR2416 285 17.50 LPR2416 285 17.50 PPR2416 285 23.00 0.61 0.50 24 x 18 DMR24_8 308 10.00 SPR2418 300 18.00 LPR2418 310 18.00 PPR2418 290 21.00 0.61 0.54 24 x 20 DMR2420 300 7.00 SPR2420 270 13.50 LPR2420 275 13.50 PPR2420 240 14.00 0.61 0.57 30 x 16 DMR3016 633 30.00 SPR3016 565 39.00 LPR3016 623 39.00 PPR3016 555 48.00 0.66 0.50 30 x 18 DMR3.018 658 28.00 SPR3018 590 37.00 LPR3018 635 37.00 PPR3018 567 46.00 0.66 0.54 30 x 20 DMR3023 628 24.00 SPR3020 560 33.00 LPR3020 603 33.00 PPR3020 535 42.00 0.60 0.57 30 x 24 DMR3-324 478 10.00 SPR3024 495 24.50 LPR3024 526 24.50 PPR3024 458 33.50 0.66 0.61 36 x 20 DMR352D 975 36.00 SPR3620 874 45.00 LPR3620 950 45.00 PPR3620 849 54.00 0.74 0.57 36 x 24 DMR3324 770 19.00 SPR3624 746 33.00 LPR3624 810 33.00 PPR3624 709 42.00 0.74 0.61 36 x 30 DMR3330 650 15.50 SPR3630 725 24.50 LPR3630 758 24.50 PPR3630 657 33.50 0.74 0.66 42 x 24 DMRL224 1356 40.00 SPR4224 1204 49.00 LPR4224 1319 49.00 PPR4224 1167 58.00 0.82 0.61 42 x 30 DMRL230 1083 20.00 SPR4230 931 29.00 LPR4230 1015 29.00 PPR4230 863 38.00 0.82 0.66 42 x 36 DMRL235 1114 15.50 SPR4236 962 24.50 LPR4236 1013 24.50 PPR4236 861 33.50 0.82 0.74 48 x 30 DMRL330 1779 40.00 SPR4830 1594 49.00 LPR4830 1711 49.00 PPR4830 1526 58.00 0.90 0.66 48 x 36 DMR''-336 1641 28.00 SPR4836 1455 37.00 LPR4836 1540 37.00 PPR4836 1355 46.00 0.90 0.74 48 x 42 DMRC-342 1 1426 1 15.50 ISPR4842 1 1241 124.50 ILPR4842 1 1274 1 24.50 1 PPR4842 11089 133.50 10.90 10.82 7 ©2007 Sigma Corporation, All Rights Reserved www.sigmaco.com Weights in Pounds, Less Accessories/ Dimensions in inches @SIGMA Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings Tees: MJ x Swivel (Hydrant Tees) Size Item No. H S T T1 Wt 6 x 6 DMH66 5.00 10.00 0.36 0.36 77 8 x 6 DMH86 5.00 11.00 0.38 0.36 89 8 x 8 DM H88 6.50 11.00 0.38 0.38 116 10 x 6 DMH106 5.00 12.50 0.40 0.36 113 10 x 8 DMH108 6.50 12.50 0.40 0.38 129 12 x 6 DMH126 5.00 13.50 0.42 0.36 128 12 x 8 DMH128 6.50 13.50 0.42 0.38 149 14 x 6 DMH146 6.50 15.00 0.47 0.36 211 16 x 6 DMH166 6.50 16.00 0.50 0.36 248 16 x 8 DM H 168 7.50 16.00 0.50 0.38 298 18 x 6 DMH186 6.50 17.00 0.54 0.36 300 20 x 6 DMH2O6 6.50 18.50 0.57 0.36 358 20 x 8 DMH2O8 8.00 18.50 0.57 0.38 382 24 x 6 DMH246 7.00 19.00 0.61 0.36 458 24 x 8 1 DMH248 8.00 119.00 10.61 10.38 1477 Swivel Gland Size Item No. Wt 4 HR4 8 6 HR6 18 8 HR8 15 10 HR10 18 12 1 HR12 124 Swivel x Solid 90 Degree Bend Size Item No. A B T Wt 6 SSB690 10.50 116.00 .36 52 8 SSB890 12.50 18.00 .38 74 10 SSB1090 13.00 20.00 .40 102 Swivel x Solid Adapter Size Item No. L T Wt 4 SSA413 13.00 0.34 29 6 SSA613 13.00 0.36 47 6 SSA618 18.00 0.36 58 6 SSA624 24.00 0.36 69 6 SSA630 30.00 0.36 66 6 SSA636 36.00 0.36 75 6 SSA648 48.00 0.36 94 6 SSA660 60.00 0.36 112 6 SSA672 72.00 0.36 131 8 SSA813 13.00 0.38 52 10 SSA1013 13.00 0.40 69 12 ISSA1213 1 13.00 10.42 187 Dual Cutting -In Sleeves Size Item No. Wt T T1 A L 3 DCL3 34 0.34 0.36 3.96 20 4 DCL4 50 0.35 0.37 4.80 20 6 DCL6 62 0.37 0.39 6.90 20 8 DCLS 90 0.39 0.41 9.05 20 10 DCL10 105 0.41 0.43 11.10 20 12 DCL12 128 0.43 0.45 13.20 20 A................ ..... <, a } D H R Mj x SWIVEL TEE HR is DCL 'A 02007 Sigma Corporation, All Rights Reserved 8 www.sigmaco.com @SGMAI Weights in Pounds, Less Accessories / Dimensions in inches Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings ,Ar.. .......................... t x E DML t c; a x� �........................... .. ... Offsets MJ x MJ Item No. wt D L Ll T MJ x PE wt Size Item No. 3 x 6 DM036 30 6.00 9.00 14.50 0.33 DMQ36 29 3 x 12 DM0312 40 12.00 15.00 20.50 0.33 DMQ312 39 3 x 18 DM0318 49 18.00 21.00 26.50 0.33 DMQ318 48 3 x 24 DM0324 55 24.00 27.00 32.50 0.33 DMQ324 53 4 x 6 DM046 45 6.00 10.00 15.50 0.34 DMQ46 44 4 x 12 DM0412 55 12.00 16.00 21.50 0.34 DMQ412 54 4 x 18 DM0418 65 18.00 22.00 27.50 0.34 DMQ418 63 4 x 24 DM0424 75 24.00 28.00 33.50 0.34 DMQ424 72 6 x 6 DM066 41 6.00 12.00 17.50 0.36 DMQ66 54 6 x 12 DM0612 65 12.00 18.00 23.50 0.36 DMQ612 64 6 x 18 DM0618 75 18.00 24.00 29.50 0.36 DMQ618 72 6 x 24 DM0624 85 24.00 30.00 35.50 0.36 DMQ624 82 8 x 6 DM086 84 6.00 13.00 18.50 0.38 DMQ86 78 8 x 12 DM0812 90 12.00 19.00 24.50 0.38 DMQ812 88 8 x 18 DMO818 100 18.00 25.00 30.50 0.38 DMQ818 96 10 x 6 DMO106 105 6.00 15.00 20.50 0.40 DMQ106 102 10 x 12 DMO1012 135 12.00 21.00 26.50 0.40 DMQ1012 132 10 x 18 DMO1018 165 18.00 27.00 32.50 0.40 DMQ1018 160 12 x 6 DMO126 124 6.00 17.00 22.50 0.42 DMQ126 112 12 x 12 DMO1212 153 12.00 23.00 28.50 0.42 DMQ1212 146 12 x 18 DMO1218 190 18.00 29.00 34.50 0.42 DMQ1218 184 12 x 24 DMO1224 202 24.00 35.00 40.50 0.42 DMQ1224 194 12 x 30 1 DMO1230 1213 130.00 141.00 146.50 10.42 1 DM 1230 1205 Sleeves Size Item No. wt L Item No. wt. L1 T 3 DMS3 13 7.50 DML3 18 12.00 0.33 4 DMS4 17 7.50 DML4 20 12.00 0.34 6 DMS6 28 7.50 DML6 33 12.00 0.36 8 DMS8 38 7.50 DML8 46 12.00 0.38 10 DMS10 49 7.50 DML10 62 12.00 0.40 12 DMS12 56 7.50 DML12 76 12.00 0.42 14 DMS14 111 9.50 DML14 140 15.00 0.47 16 DMS16 123 9.50 DML16 170 15.00 0.50 18 DMS18 160 9.00 DML18 200 15.00 0.54 20 DMS20 195 9.00 DML20 255 15.00 0.57 24 DMS24 255 9.00 DML24 335 15.00 0.61 30 DMS30 500 15.00 DML30 640 24.00 0.66 36 DML36 925 24.00 0.74 42 DML42 1150 24.00 0.82 48 DML48 1435 24.00 0.90 Dual Purpose Sleeves Item No. Ll T wt. DDL3 23 12 0.33 DDL4 32 12 0.34 DDL6 50 12 0.36 DDL8 65 12 0.38 DDL10 89 12 0.40 DDL12 104 12 0.42 9 ©2007 Sigma Corporation, All Rights Reserved www.sigmaco.com . Weights in Pounds, Less Accessories / Dimensions in inches @SIGMA Ductile Iron Class 350 per ANSI/AWWA C153/A21.53 C153 Mechanical Joint Compact Fittings ........::a::' MJ Glands Size Item No. Wt. 2 DG2 2 3 DG3 4 4 DG4 5 6 DG6 6 8 DG8 7 10 DG10 10 12 DG12 15 14 DG14 23 16 DG16 28 18 DG18 30 20 DG20 43 24 DG24 50 30 DG30 85 36 DG36 115 42 DG42 180 48 DG48 275 Mechanical Joint Accessories Size Item No. Wt Item No. Wt. 2 MG2 3 MG3 0.25 TG3 0.50 4 MG4 0.30 TG4 0.60 6 MG6 0.50 TG6 0.75 8 MG8 0.75 TG8 1.10 10 MG10 0.80 TG10 1.30 12 MG12 L00 TG12 1.65 14 MG14 L30 16 MG16 L45 18 MG18 1.60 20 MG20 1.90 24 MG24 2.10 30 MG30 2.30 36 MG36 2.75 42 MG42 3.20 48 MG48 3.65 Low Alloy, Corrosion Resistant Steel T Head Bolts Standard Bolts Anti -Rotation Bolts Size in. Item No. Wt Ib. 3 MGP3 3 4 MGP4 4 6 MGP6 6 8 MGP8 7 10 MGP10 8 12 1 MGP12 19 Size in. Item No. Wt Ib. 3 MGP3 3 4 MGP4 4 6 MGP6 6 8 MGP8 7 10 MGP10 8 12 MGP12 9 MJ Retainer Glands Pipe Size Item No. Wt. IRON PIPE O.D(psi) Rating Qty Size Torque ft-lbs 3 RMG3 5 3.96 350 4 5/8 X 2 85 4 RMG4 7 4.80 350 4 5/8 X 2 85 6 RMG6 12 6.90 350 6 5/8 X 2 85 8 RMG8 16 9.05 250 9 5/8 X 2 85 10 RMG10 22 11.10 250 16 5/8 X 2 85 12 RMG12 28 13.20 250 16 5/8 X 2 85 14 RMG14 45 15.30 250 20 5/8 X 2 85 16 RMG16 52 17.40 250 24 5/8 X 2 85 18 RMG18 62 19.50 200 24 5/8 X 2 85 20 RMG20 75 21.60 200 28 3/4 X 110 24 RMG24 97 25.80 200 32 3 3/4 X 110 30 RMG30 196 32.00 100 40 3 3/4 X 3 110 36 RMG36 246 38.30 100 48 3/4 X 2-1/2 110 42 RMG42 302 44.50 100 56 3/4 X 2-1/2 110 48 1 RMG48 1380 1 50.80 1100 164 1 3 4 X 2-1 2 1110 Gasket/Bolt Packs Size in. Item No. Wt Ib. 3 MGP3 3 4 MGP4 4 6 MGP6 6 8 MGP8 7 10 MGP10 8 12 1 MGP12 19 MJ Gland Packs Size (in.) Item No. Wt-(I b.) 2 DGP2 6 3 DGP3 7 4 DGP4 8 6 DGP6 12 8 DGP8 15 10 DGP10 20 12 DGP12 25 14 DGP14 37 16 DGP16 43 18 DGP18 47 20 DGP20 61 24 DGP24 72 Includes: Gland, MJ Gasket, and Standard Tee Bolts & Nuts RMG Retainer Packs Size Item No. Wt. 3 RGP3 9 4 RGP4 10 6 RGP6 15 8 RGP8 19 10 RGP10 25 12 1 RGP12 132 ©2007 Sigma Corporation, All Rights Reserved 10 CMJ/4-07 www.sigmaco.com lecnanlcal joint ll-Ittings- • Compact, DI, 2"-48" (AWWA C153) • Full Body, DI, 3"-48" (AWWA C110) ush-On Fittings* • Compact DI, 4"-24" (AWWA C153), TYTON® Joint • Full Body, CVDI, 4"-24" (AWWA C110) anged Fittings • DI Fittings 2" - 54" (AWWA C110) • CI Fittings 3" - 12" (AWWA C110) *Sizes 3-24 Available with AWWA C116 Fusion Bonded Epoxy II Fittirgs Products sizes 4-48" available with PROTECTO 4010 Ceramic Epoxy L ning for wastewater applications Mechanical Joint Accessories • Gland Packs • T Bolts & nuts • Valve Packs • BLUE T Bolts & Nuts • Bolt Packs Retainer Glands with Set Screws 3" - 48" Flange Adapters (ZIP FLANGE®): 4" - 48" MNI-SLEEVEm (all -in -one patented wall sleeve) Threaded Flanges & Flange Adapters • 3" - 54" (for DI Pipe Fabrication) • Drilled and Tapped Flanges e 250 lb Drilled Flanges • Anchor Flanges • MJ Bell Adapters - Threaded Bell + PE Adapter Municipal Construction Castings • Valve Boxes & Service Boxes, risers and extensions • Service Boxes & Curb Boxes • Meter Boxes & Lids • Manhole Covers, Grates, & Frames, Risers Rings • Ornamental & Architectural Castings ne Card rv-LVrn..•. kz)erratlon lype Kestralnts) PVM Series: Pipe to MJ Bells • 4" - 48" Restraints for PVC Pipe with DI Pipe OD • 2" - 12" Restraints for PVC Pipe with Steel Pipe OD PVP* Series: Spigot PVC Pipe to PVC Pipe Bells • 4" - 48" Restraints for PVC with DI Pipe OD • 2" - 12" Restraints for PVC Pipe with Steel Pipe OD PVPF Series: Pipe to PVC Pressure Fittings • 4" - 48" Restraints for PVC Pipe with DI Pipe OD • 4" - 8" Restraints for PVC with Steel Pipe OD *Also for use with DI pipe in 4" - 16" range (Wedge -Action ypeRestraints) LD Series: DI Pipe to MJ Bells • 3" - 48" Restraints for DI Pipe • 4" - 12" 20" Available for Large Size Cl Pipe OD (SLDM) • 4" - 12" Split Restraints (SSLD) • 4" - 24" Harness Restraint for DI pipe joints (SLDH) SLC Series: PVC Pipe to MJ Bells • 4" - 36" Restraints for PVC Pipe with DI Pipe OD • 4" - 12" Restraints for PVC Pipe with Steel Pipe OD *3" - 24" restraints are available in loose or packaged with MJ gasket nd -r-head bolts & nuts. 30" - 48" available as a package only. Extended Products Tie -Rod Accessories • Flange Accessory Kits - Duc lugs • Pipe Lubricant -Threaded Rods • Hydraulic Cement Eye Bolts • Tracer Wire Pipe Hangers and Clamps • Detectable Tape www.sigmaco.com Cream Ridge, NJ Houston, TX Alexander City, AL Ontario, CA Sauk Village, IL (800'F999-2550 (800)-999-0109 (800)-824-4513 (800)-688-6230 (888)-999-0420 crm-sales@sigmaco.com htn-sales@sigmaco.com rps-sales@sigmaco.com ont-sales@sigmaco.com chi-sales@sigmaco.com New York Texas Florida California Illinois New Jersey Louisiana Alabama Arizona Indiana Maryland Arkansas Georgia Colorado Wisconsin Delawa,e Missouri North Carolina Alaska, Hawaii Michigan Virginia Kansas South Carolina Idaho, Utah Minnesota New England New Mexico Tennessee Nevada North Dakota Eastern Canada Nebraska Mississippi Washington South Dakota Pennsylvania Oklahoma Oregon, Wyoming Ohio Iowa Montana Kentucky Puerto Rico Western Canada West Virgina @2007 Sigma Corporation, All Rights Reserved (DSIGMA OcejVe^4t007 Y ur HTRNG Choice Flanged Fittings A mb� Ductile Iron & Cast Iron VOe A . ..... ... . ....... ..... ..... 11 kxp www,sigmaco.com FLANGED FITTINGS CAST IRONIDUCTILE IRON GbIGMA 2" a " CAST IRON/DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS mrERIAL Cast Iron: AS -14'`: A48, Gra- de '51S i2" - 14";1 Ga-a'de. 300 (16" - 54"1 Ductile ron AS' 4 A.536 PRESSURE.: 250 PSI ~'dater Wor<inrt Pressure :. -pst rt ri ui7.F:S :. � � 2' - 12" :c::., 2;? PS -I Water Working -Pres ure for Ductile Imn sizes 2" - 48" 1 i PSI vyater Ovorkinr Pressure fcrr Ductile '.rot �� sizes 54� - 6.." 150 RSI Water;a'`1orking E"ress-ure for Cast iron sizes 14" 4" TESTING: 1.1 accordance with ANSI 1 NAMA i.:':101 tk2l.10 i?ar? GEI• er itee12is are in c•.'ca—irda-- cep �Vith manufacturer's �tar�C:ards. U4YIN G LENGTH: Is acm-dance with ANSI 1 NvN, VACl101 A21.10 where a, plic-able. Other items are in accom.ance with mawfa t: er'S t:?riE:arrs. CEMENT I_:N:NG: I-. ace'ordance writ: ANSI J ALVV AC:041 A21.4 COA-ING: Tar coated (bituminous) inside and out in acco once vvit'^ ANSI 1 AW1'`JA G! 041 A21,4 Rain :rimer Outside For special conditions, other types of coatings and .inings are available. L ease Specifywhen ordering APPRC1 VALS: 2"••16" La x)rabries its a :: r te: and .l tE)r`. i'Jti.letaal AI:t>r<:vFa::l. 57AN 0 A R D S: ANSI f ALAMA C I10 r A21.10 Where applicable. Other :terns are :n accor-cle-mt'.e? w';'h —m anufaclurer's standards. Var 1 ovs T yrs q t7f,r. aq ''s LSIGMA FLANGED FITTINGS CART IRON/DUCTILE IRON INDEX n FLANGED FITTINGS !~EN:"Q 3 :..:eg Be? o's................................................................2 45 Dec., fish::4s................................................................2 ::2 9;:?. r:F.1 VMS..........................................................2 11 ':4 De, i"soa 11's......................................................2. 90 Bey Redur..iny Sands...............................................3 90 ley Long Radius Bemis............................I.............3 90 -leg loess Bands ......................................................:' BLIND FLANGES .. Solid and Tan, im..........................10 .rilze-on-siz - Grosses ..................... ................................ h Reduci?,yGrassa5......................................................... Straight Flare Yiows................................................. i 1 Flareifends....................................................1 i 90 D_xt,E Flare '0F0 ta. LEXI't R<a;:'US............................1 t REDUCERS Concentric Redut: m.................................. ................... `.: >x ;iNniric Redixers........... ............................................. v TEES Size-art-s:zs Iees ..........................................................•4 ReducingTees................................................................5 .. Base Eass......................................................................� lass reducing Gn the run ........................ B1.111he:,Tees ..................... ........................................ .A V,Vv S 45 oeo_ size -on -size ..F3:£3?'a? VVYPS.................................8 45 Jac Reeuc:re L;ateraP Y'Fyes..................................8 True 1Vyes................................................................. 7 01 itz.3s and Tau,t:a; atir:a..........................................'2 ?BSi;;r<:iltlrl Qi Ouiie.-s................ ....................... I ........... ":3 FLANGE DETAiLS Size .. .. E i�3 ................... 6 , ....................... r ................. Hoe € in .. .... Bolt Size Sao. Bolt .... ........ ....................... 2 6.00 4.75 0.82 0.7 5. X 2 1%2 3 7.550 6.00 0.795 0,75 518 x _ 1 ! F 9.00 7.50 0. r" 0.75 �1Bx ? O 5 10.00 8.50 f).%¢ 0.88 Wit x S 1i 8 11.00 9.50 1.00 0.88 e•M x 3 112 8 8 13.50 11.75 1.12 3.88 3.,4 x 3 1i2z 8 io 16.GO 14.25 1.19 1.00 18 x 4 12 4:2 19.00 17.00 1.25 1.00 7f8 x 4 12 i 4 21.00 18.75 1.38 1.12 1 x 4 112 12 €6 23.50 21.25 1.44, 1.12 1 x 4 112 16 8 25 010 22.75 156 1.25 1 118 x 5 1iz 20 2 .50 25.100 1.8911 1 25 1 118 x 5 20 24 32 f;C, 29.50 188 1.37 , 1i4 x 5 112 2C} 30 38.75) 3:; f}Ci 2. 12' 1 37 '114 x ,; 112 ` 28 6 46 f:Ci 42.7 Ei 2,38 1.62 1 1,1 . x 7 3.2 .12 53.00 49.50 2.62 1.52 1 .1;2 x 7 .112. 38 48 59-1150 56.00 2.75 1.62 1 112. x 8 -1.4 54 66.25 62. 7 5 3.00 200 1 3 4 x 8 112 1 4A+ FLANGED FITTINGS CAST IDUCTILE IRON T- BENDS, 114 (90 DEG) W cAs--r:r;c'N A R T D VrTil. F; RON :1 -tern No. 2 16 1 4.50, 3.00 0.31 ;i;4. -00 0 48: BMW) 4 1: 45 CL:9490 6.5,J 4.50 0. S.2 U fj A 94 5 52 65 CFE69-3 3.00 6.00 0. 55 E DFE69(i 4 'no -1. o o "'.6ol i"F-B890 Io 1:.236 2L)0 12'. 0 C 10. }fJ0. ts: 14 290 14.00 11.50 0.6-3 DF-B1.490 Is 'a"o 15.00 12.50 f, -N..: F 1 F 14 45" 16. S f, 14.;".'o S B I Z 1 2.0 660 i F, o" F;o aol '?FEtnw 24 a) 0 2 2. 00 116.50 -0. �,s E 24- Xi 30 4 3, Or 25.0-3 21.50 1.03: -j7 U. 2 8, 0 0 Ili:: C'FEM90 421 3055 43 4(?'.-.45 34-0-0 30.50 1.421 DFLww BENDS. 11"16 (22 1/2 DEG) Sim 'VV!. j CASTRONA R T r; 1PICiN -fern No. ........ ........................ .. ..... No. .................... 2 12 1: 2.50 6. 0 4 113. 3 1 DF8222 3 20 i i. V, 7.56 i,48 Cl-•Et.3221 4 4-0 4 00 MWI: 0.52 Du 8 4 22 5 45 4.60' 110.36: 0. 5 2 DFL1622 6 55 5.00 1:• 06i 0.555 L-IFE622 90 5 f.jCl 17.f,2: I if 6. IS 0 22.62i 0.68 cl -1; Ea I IM 2. 14 225 7.6,J1 25121 W D81422 I 16 2 e,5 81.00 27.621 0.70 DFP-1622 18 335 q. F.; o 30. -- 8 11 -m Fs.. 24 11-00 37.69 1). 89 D--8242':-. 30; 1135 1: 15.00 57.81E 1.03 OF83022 3-5 .1, ! : 1, 8.00 8: 16 ;2..fto: -D-F8 - ,. .3522 42 mfs 0-0 ftg.,)U:: 1.28 0"B422.2 45j 103 e*ij -1-421 Ds F348122 ;,I hoties Tmtdo---urks of S:-"`iklA Corwnafio;, . . . . . . ....... BENDS.118 (45 DEG) W;l. Cikir Rwk A R D;; 4('Ttl.F IRO-Nq ............ .......... .... ..... ............ 2.41....... ...D F....... b245 . .............. ; ..? 3 0 v-0 0 362. .4.8 r)FF-w; 4 40 1: 6446- 4.00 4.81 .521 DR3445 5 '5 4.56 6.04. 2 OFF3545 6 55 OF8,645 5.00 7.25: 55 E DFE,645 - P, 90 C u -& 3 46 6.50 8.44. 60 DRLVi 45 m 130 OF 61 0AS 6 '�o I -o &.1 m D F 8 1 (W; 12 lk- C: - 6 124 5 'T.jO 13.25. . 75 D f - B 1246 14 22 0 -50 11%E EA DFBl445 16 21C, 8.;.'0 WE 1325' M: D -1645 lb urs 8.FO 14.&'j * .f5 L. F zo - I f96 2 4 -10 9.50 16.83. .80 E or'62CA5 24 630 11.00 18.121 .691 DF-82445 30 112.0 16.00 27.'75: .i):3i D F S ) 3 0 4 C Y 1s3 i : -, 3�oI.I ),;CA F,36 42 26;20 21.(J0 42.2511,281 DFS4246 43 31-380 24.00 49.501 1.42 - DFB4e-;5 ;i..l '17 3 5 20.50 42 321 o.qo 1: DFB5445 BENDS, 1/32 (11 1/4 DEG) -^A-';T [R-3- EDUCTILE RON- vvt Iters Nr. A R Rem, No. ............ 2 ............. ....................... .............. 50 ............. ....... :...' ....................... 12-3K) -131 � DF821-1 3 20 j 00 '15-25: 0.48 DFB311 4 40 4.00 20.3-11 0.62: Di ?-: I! 5 46 4.50 22 H61 -).52.: DR35-1-3 f; 55 5-00 Io-cj" 3.E:`;1 Dr--Bcl, 8 go --.50 .35.5-0 0M1 E)Ft---Pjll 6.50 45 C9. 0. (5 e ; DF631011 7.50 56.8-1 01%75: DFF, 1211 14 22-, 7.50 50.76 1: li. 6 6 1: DFL;'1411 2P, 5 6.00 55.81 -0-701 DF81611 la 335 ".50 60.94 94 0.75. DFE-1811 20 436 0.50 06 -0.80: DR32011 24 fA5 11 �010 '16.12 i -0.81) i Di"62411 7. -0 115c, 1-675-1161 36 1' 5 8. 04 j 147 ZC 1 --5 E DF-63611 42 2 I.00 I 48 .0 240 C. 12: --fj 1.42: DFS4611 ri;*, in acxTAr;anw rn;.,--;*-;fwt.:rei'!ii stanefa--;Jin 2 R, n q as are fi: 1ad and d in ss:aexdan w4h ANSI 16.1 CLA S 9 12-5 LONG RADIUS BENDS Size I i CAST PON Re.m.. No. 6 R RON Item No. a 30 7 75 6.25 0.43 -F-139v 4 50 0" 0.f,2 FI.AM 6 j: 80 zi- 8 140 14.00 1 10 215 16.5-3 14.500 .3. f, P, Ov, 14 ll:i'6 7 1 .'s fi o wx GRA4901 16 24-0-0 21.50 0.70 18 636 26.50; 24.130 075 L 18-90 20 �10 2P.0f, 2F -50 o. P, (1 .":1.209-0 24 1240 34 00 30.50 o.6q DY,1.200 ' O 2105 41.6,1 36 3285 e 4r, -F-L-3690, 42 486,55, 1.23 -18 -5 0 1.42 1 .1.-- A ns L"? 9(% REDUCING BENDS, 90 DEG CAST :PON S i n No. A T *-.1 :Feet Ni. ................ ..... . .... ...... .... .......... . . ..... ... ........... ... ....... ................ 3 Y. 2 22 5.60: 4.0 .48 .31 Dr-B32 4 x 3 Z 9 6.50 4 6 .62 48 f, x 3 W 8. -D 0 6.01 55 Ab- u):- W3 6 x 4 56, 6.00l 6.6? .'ss .5-, Lw- . BEA 6X5 65 8,00 &0 .55 .52 DfrB65 8 6 x 6 f'15 -00 7.,, .60 .55 D: 836 .O.Y. 4 130 .68 .52 D F B I G 4• 136 55 D -' p 1 '10.x 8 150 1 1.^o 'o I 'f"l f'o V)v 61 Oa 4 140 12. 0, 0 0. 0, 35 .52 Df 8124 12 x E. 160 2,00 .75 .55 c,:- E 126 2X8 ISO .7-5 fX, DF-B128 12. 00 E 0 .75 fie DF 8, 1210 4 x 5 144 11.5 .66 .55 Dz:B146 1 .4 x 6 216 14.0,0:: 1-1.6 .66 . 60 DF8146 14 x " -3 V 0 t 14.00 11.5 .66 .66 D .% 1410 4 )r 12 2'fi 4. OC' E 11.5 6 .75 Di;B1412 6 '!6,x 3 240 0 12.5 .70 Ml U E. I fNs 16 x 1,13 280 15.00112.5 .70 .68 DPB1610 V, x 14 3% -5 .70 A% DUB1614 18 x 6 260 '16.50 114.0 35 .56 DF81 86 16 x 8 330 16.501 14,0 .75 .60 Df7E I Be. P, 3*30 16.50' 14.0 .7ii fjP, U;i:B1810l ;a x 12 360 (3b,0 4 ;, .?fj 76 D $�* B 18 -12 1f' x 14 ';P 5 16.50E 44.0 75 .66 LF6131L 18 x 16 42-3 . 1-40, i656...75 .70 DFB1616 6 320 6i6 r.) 2 IN., 20 x 8 ','A!; &-ow: ltrm; 1: m f;,; t)uwm 20: x 10 ",6 i6 : .-of?i 15.5 .80 . 6 3 L>}1E32,1u 20 x 12 415 18.00 1 5' 5 80 .75 0.% 2 0 12 2Q x 14 455- 1A00:: 16.5 J-10 .66 I)PR2014 2"' 41-rfi 0 0 5 --5 .8") 71' 12" x 18 1 S2!; 18.."w l's.'s f'o f, Diz B2.01 FLANGED FITTINGS CAST IRON/DUCTILE IRON Size Alt. CAST RON Item N,-.. A p T DUrTILE- RON Item Nn. 24 x C- 480 ia.s Rll .55 0Fa..:A6 24 x f, ;"06 22.00 1 $3 61 DR9248 24x 10 - -A5 22 '00 18.5 .89 .66E Dr*6241,J- 24 x 12 1: 5735- 22:01-) 16.5 .89 7, 5, 1 DFB-2412 24x 14 1: Wi 22.11V I M 5 .89 IS 6 1: DF62414 24 x 16 6 8 5, 2 2. "x) 4 8.5 .89 .701 DFB2416 24 x '11; 616 22.00: -1 f; 51 .8'J .%5E DR324 IS 24 x 20 7L0 22.'vO:: 18-5 .69 1: .?0:: DF62420 30 Y. 12 840 25:3X,:: 21.5,z 1.03 1 .7,51 DF53312 x 090 25.00 21.50 -03 .66E DF633014 30 x 16 W110 21 zK) i.M .70 DF8301f; o),.K-1 316 o 25.-,'A):: 21-50 I.W1 .76 :: Df --SM' 18 30 x 20 i 070 21.50 1. 03 .80: DFB3020 30 x 24 2 01 5 26.119112' -50 1.03 .89: DFF-3024 36 x V 1196 2fj. "V: 2.4.N0 lb, 16 E D F Svif, I ? 36 x 1.4 12 15 28-001 '24.50 1.15 .66:: DF-636MA 36 x 16 E 1255 26 - L-K, 124. 50 1-151 .76: DFB3616' m x -e 2m.C<); 24.&:) ",15 75 DR,33f,18 36 x 20 i 13W 23.,UO: 24 W? 1.15 .80: DF F-162-01 36 Y. 24 1520 26.0*1 24.5'u 1.15:: .89 0f:3--X24 36 x 30 28.001 1.1511.03! PF836-30 Q.x 1 1 r)! 3 1. 2 7. f-K, 1.281 .75 DFE-4212 4*: x `4 -67.6 i1 0: 27.&') 'l 28: .66 E DR '214 42 K 16 1.715 3 1 . 1, o w, �-!o u r-'642i c. 42 Y. 16 H755 3 1. 6: 27. 5-1 1.28: .755: D F B. -42 18 4' x;>C) 18,36 31 -00 i T? -5 f -801 DF.3422.0 42 x24 80 31.,W: 27 .891 DFF-4224 4^: x 30 23 116 Go: 27.fr',' 2.8 E 1.o3 L�Fa-2'3-"" 42 x 36 33, W 31. '--o 12 7 - 50 1.2t:1.15 D: 6423f, 48 x 12 217 5. 34. -DI-) E 30. -50 1.42: .75 DFBA812 48 x 14 12195 �AM 30-.50 42 .66 DF i4814 48 x 16 .235 kCW: 30' Er,, 1.42 Du F-W 48 Y. 16 E 2275 f 34 ;?CIE 3.0.'rj 1.42 76 D F B-1 6 18 's- x 20 12-3,40 34.' 00: 30. &' , 1. . -42 -80 OF64820 481 x 24 13240 34.,-;0: 3-3. :50 1.42 19 D2-54824 -A8 x 30 'A.00;: 42 1 .1 .11 3 Dc':%;8-1301 .4 K 36 ::3255 : 'woo: 1.42 l.5 D:. E�4836 48 x -2 14 635 34. Nd 30.501 ................ ............. : ............ 1.42:1.2&. .......... I ......... ......................... DFB-2 .464 I Ume-*tcr* ;n :nches Avaelabk-li duct!:L ircr.. Manufactuned :n accordanw TraMm-erns of S:GlAACa ffxm%afkl:, Fl-ungf.s are el*lfd and ;:i wan ANSI BI-3.1 C-AIM 125 o seGMA T F Pq P. 1"� P n-'q.q 9 -q FLANGED FITTINGS CAST IRON/DUCTILE IRON ------------------ --- - .................... .............................................................................................................................................................. TEES CROSSES CAST DU --'-'TILE "A's T Du-M--ILE PON IRON 'RON IRON Size ............... itiff0140. !,sr. No. ....................... ............. ......... otern No. r.- ae ., No. W., - 2 . . ............. DF T. 2 20 ................. 4.50 .................... 4. lfj ............. .. 1111.31 .................... . . ........................ DFC22 ............... 3 D -- T 3-33 40 5.50 5.50 0.48 DFC-33 50 4 CF1,44 0,P11-44 66 F, 5c. 6. 50 0.62 -Q, F C44 eta F. M 85 7.150 .111.52 6 CFT66 C.::- 6 . .66 9 E. 5 0-C66 120 8 CFT88 -.FT.-R&. 155 9.00 9.-llcl 0.60 CFCM OF088 195 C. GF71010 f) .P T 1 . 27C, 1i.00 41 11.00 01. elo 1 Ci010 33p, 2 (IF171212 11",+' i 2 i 2 1 386 1201, 12.0K) 0.97 OF-C, 1212 0% P C 12 12 46"! 14 i DF. T 1414 435 14.00 14.-Al 0.E6 DIFC1414 16 DIFT1646 550 15.00 1 -5. 0 0 0.70 DC1616 665 1R G`r1118.1a 665 16.50 1650 G. I5 1 01 F - C1818 795 20 -TW2,; 85-3 18.011, 18.00 0. 8K) C2020 10-15 24 DF E'2424 330 22.00 2141.00 f r) DFC2424 157 30 DFTLA(1'1,0 2150 25.00 2 5. 00 1.03 D F C-3 00 3 0 2500 36 ---,,-363E. 3160 28.00 28 .110 1.11-5 -j= . C313-26 3620 42 D P-f-42.42 4470 3 - . (VII 31AW l.:,!8 �)F(,;4L2Z V*1165 48 10 Q ifY, t '134.001 34.110 5A : ---5454 6026 39.001 39,110 v.90 REDUCING TEES Cjd,j T Size m. IRON H T -11 IRON (-')).4x4 86 &W f3."v 6S .52 ------------ DRI-644 16 x 4 x fj jo B.cm) 8.00 .55 .52 DR-1­646 8 x 6 x 4 125 i 9.0.3 9.00 E'cl .55 DRT654 8 x 6 x 6 9. CKI 9.00 .60 .55 DRT866 :8x6x8 145 9.00 9. (1 w 66 DR7f 86P CAST S Wt. IRON .1 Tl :RON ... ............ x476 4 .......... 90 ................... .............. ............................ 4. 00 1, 00 .. .6 2 ..... . ......................... .55 DIE11-44i6i 6 x 6 x 8 '401 I....................12 ",?. o " ai u" D B T i, r) 4 8 x 8 )K 110 260 .60 .67 D ff-icl 1 .11 to x ...... 10 x 1 ................. 5555 3........ .... ............. 2.00 ....1........ ................ . ......0..............87 .8 . ........ DST 1012 ................... n gray ca-sz:rcr. a.--.-d ducti:e 3"Mr.. aims JinC._ anre w�h stand;rdu in .S; 1 .. aqufhtc.---rw� m ac�mi, ,vvs,:9Ka in pcufxls 0WANY-1-.06NIS'l ^110"A04.1 110 arc drilcd and in --icccrdanmw with. ANSI 816.1 cu'ss 412.-. A 14 FLANGED FITTINGS CAST IROWDUCTILE IRON REDUCING TEES CAST E DUCTLE IRON j PON T T, I Room Nis. .............. . . ........ ....................... ........... ..... ................................ 3"2 35 5.5.0E 6.50 .48 .31 OFT 32 4x. F.;o &.SItI .5. F.K) 5i2 .,I r).-: T 2 A - ss I 5 .,V) .52 .31 L"425 4 x 3 60: 1 6.501 6.50 .52 A3 1 .4 E - Y. - 85 c1cd 8.(Kl .--,5 31 D-F-62 6 x &sj i8.001 1.00 .5 5 .48 CF-"-'64 &W: S. W .52. = -)-:T64 8X4 140 C=T84 I 9AY) 90) .60 z! 62 i "D F';8 4 6 x v 145 GF-1-816 1 9.001 9.00 .610' .55 'IFT86 47 .xx 4 205: ocil mw .66 -,2 1 r U-T404 10 6 215 'IM 14.00 .68 .&5 1"106 22.5 T1 08 .1.(XI: 11. (XI 68 .60 I "x 4 290 12.0(j:: 12.00 .75 .62 D­1.124 12 x 6 295 C FT 126.12.0-31 12.00 .75 .65 D F'T 126 E2x8 3101 CF11,28 12. Cd: 12.00 .75 1 C-41 D F T1 128 1211 14x* I 375 14.001 14.00 .66 .55 DFT146 .4 x 8 E KKI E i 14.001 14.00 .66 EKI I -DFT14.8 14 x I%,' i 400 14.(n:: 14.(Y) .66 .68 i D F T '1410 -1 .4 x 12 425 14.WW 1 14. 66 1 5 DFT1412 .6 Y. 6 465 15.00: 15.00 .70 1 .55 DF-166 16x8 i 475 I i 15.0 1.5.00 .70 1: .60 i Dr -K 1 C; 495 15. Cd 15. CK) 70; .68 1 f t 1 -0 %x'2! 520 'IMY)l VVY) .70 1 .75 uF I I W2 .6 x 14:1 530': 15.00 15.00 .70 .66 DFT1614 480 13A, 15.55-0 .75 Tj 5- '5 DF. 8- 3 18 .60 18. ax 1 1-35 1: 113.00ti 15.50 13.(y), .1 5.'V) 76 n' 68 I')FT1810 75 Oul"1812 i 16x14, 6301 Etxs 16.501 116.50 16. SKI 16.50 76 1 .75 . . .66 OFT1814 .71:1 UF T1616 20 . x 5 610; 14.00 17.00.80m' I ;­c' ;2"' 20.x 11 I 620 14.WI 17.00 Zj('. 2 10 x 10I &S I i 14.CK);: 17.03 .80 .68 0. 12010 20 2 660 14.001 17.00 .80 .75 po ul f;f;!i 14.001 17. Ckl 80 fit;; 1 ': T 2 14 i) 18. (y) -I&m oo 3r) ui 20 x 181 C-20 16.001 18.00 .80 1 .75 D F T 21018 ................. : . ............ i .......... ...................... .9imemicr., in inches of &GIVA Cloffx'wafion osiGMA CAST IRON' IRO size ktif. E:erra'dr, >i J T T, Item No. 24 x 6 845 15-00: 119-00 i Z9 .55 DFT246 24 x 8 860 19.ocl: 15.001 1 .89 .60 D FT248 2.4 x 1 .1, e80 1 1 5i 00 1 1 C0 .89 .68 DF1,2.410 24 X 12 890 15-001 1f).00 1 811 .75 DFT2412 24 x IA 900 15. ,, o I 19.0-Ci .89 c'6 DF-72414 24 x 16 915 1.5.00! 19.00 .89 .70 E DFT2416 24 x 16 1220 22.04:11 22.001 .89 .75 D FT241 8 2.4 x 2-1, 1255 72.0,01 .89 .80 DFT2420 30 x 12 1490 18.00: 23.00 -03 .75 DFT3012 a;) x 14 1490 18.00. 23.0.0 1.03 . SE: DFT'3014 30 x 16 1505 18.001 2 3.0 -3 1.03 .70 DFT301 6 301 x 15. 5 _): 2 18.0 _33.0'k) 03 - -301 I T., DFT 30 x 2-01 1540 18.00 1 23.00 1.03 .80 DFB020, % ' .3'; x 24 '125 M :25-1.0i 2-5.010 11.03 .89 DFT3024 36 x 12 217CI 1 20.00, 26.001 1.15 .75 DFT3,612 36 x 14 2175 i 20.00i 26.100 1 1.15 DFT3f14. M' x - 6 20. (1 0: 46.00 1: 15 .66 .70 DFI-3616 36 x 181 216yj 20.1,10: 26.1,10 1 1.15 JE. DFT.3613 36 x 20 2210 20.00" 26.00 11.15 .80 DFT3620 M v 2.4 n2 F, 5 20.001 2 16.0 0 16 B9 DFT3624 36 x 3." 30,00 2H.1,10 28.110 . 1.15 . 1.1XI DFF-ib'3., A2 x 12 3165 23.1001 30.00 1 i.23 .75 DFT4212 42 x 14 3170 i 23.00 30.010 1.28 E6 DFT4214 42 x 1-5 3180 23.000! 30.00 1.28 .70 DFT4216 42 x 18 3 8 5 23.W: 30.,A) i -1 28 .7:5 DFT4.Z14 42 x 20 3205 23.0Ci 30.1,10 11.28 .80 1; DFT4220 42 x 24 32,15 i 23.00. 30.03 11.28 .89 DFT4224 42 x 3* 4'25 i 31.000i 31A00 1: -1.28 1.03 DFT-12300 42 x 36 5360 'm.100 '31.100 f 1.28 1.415 i DF14236 48 x 12 4315 2f;.00I 34 42 r)F:1.4812 43 x 14 43'5 26 .:SIR 34,100 1.42 .75 .66 DFT48 -14 48 x 16 43-30 26.00:: 34.00 1.42 DFT4816 44 x 18 4330 .70 .75 DFT4818 i 48 x 201 4350 2.6.00 1 34.' 00 1.42 .80 DF1482.111 " 481 x 24 4385 21 6. G 0 1 34.0011.42 119 I DR-4324 48 x 445.5 26.001 34.00 1 1. '12 1.03. DFT4830 Ale. x 36 5555 w. - 001 '&4.00 1 1.42 i 1.15 DF453"! 148 X A2 '1,*(;5 34 .0 34.:tit E 142 11.28 DF -1-4e42 Ava42ble in pay mist iron acluccb:e !,on. ManL!fad1J.q;0 in amardance wAh AWWNANSI W. -M, Flame are d-flnd and in acconlaor n" -;,;: ANSI 31.6.1 Cil i 125 REDUCING CROSSES 1 Si CAS I' W., IRON -en'-No. 1I J T: IRON lt&,r. No 3 x 2 45 5.60 5.50 .48 .31 1: D" F 63 2 4 x 2 w fi.a) &W 52 3i1 DF042 X 2 65 6_60 6.50 .52 .31 DFC-426 4 x 3 70 6.50 6.50 .52 A8 DFC43 f,x2 8. W 8.(Kl 55 .31 DF062 95 .00 8.()() .55 A8 OF G63 f, x 4 I-lo &W 8.00 56 W GMA 3 x A 1"'s 9.00 9.00 60 .62 DFC84 8A6 165 9-00 9.00 .60 .55 DFC:86 2 2Z, "1 CK) '!I.(') CxQ .52 DFC104 1Csxfi 24() 1 PA 'm .,)FC;I,)6 1,: x a 265 .11.00 11.00 68 .60 DF0106 42)r. 4 310 12.00 .75 .52 DFC-124 12 x -5 320 :12.00 .75.55 DKI26 12 x 8 345 -,,FC, 128 E 12.tiCt E 12.00 76 Jo DF012.8 12 x 10 415 E 12.00E 12.Cr) .87 "lo oFc-1210 14 x 6-0'3 314.O3 i 14.03 .66 .55 iDFC146 14 x 8 425 114.(Kl i 14.CK) 66 .60 -DFC148 14 x is. 460 :14XKJ €14.00 .66 .68 DFC1410 14x 12 E 505 :14.00114.00 t .6;3 .75 E 01-C-1412 x CJ 49L-1 : 15.(g.: 15.(Kl .70 .5.5 DFI:166 if! x 8 520 'l -5. Of) 11 .5. (Y) .70 60 [.1 F C, 16 6 I f; x I s 5 ,i 11 ,.00E 15. W 70, .68 C3FC1610 16 x 12 '305 15.CK) 15.00 .70 .75 EYCI612 16x 14 i 620 115.00E 17.00 .70 .66 --FC1614 ulx6 5()'5 E 13.(X) 15.50 71i . 55 18).8 531%; 11(y) E 15.60 .75 .60 1: 16x1O 1 560 :1.3.00::15.50 .75 .68 DFC1810 ILI x 12 -310 :13.00:15-150 .75 .75 DF:CII"2 18x14 i 720 :16.50 :16.50 .75 .66 --FC.-1814 IF,x16 7 65 E 16.50E 16.50 -1 fi .70 DF0,1816 21' x 6 clVl; :14.00 17.00 .80 .65 DFC,21M 20 x a 665 14.00 17.00 .80 .60 E DFC.206 x 10 6e's 14.00 :17.00 .80 .68 ElFC20410 .0 x 12 E 735 .14.00:07.00 M .7.9 i DFC2012 20 x 14 745 E 14.00E 17.00 80, JX DFC.2014 21) x 16 915 E 18.00 18.00 .80 30 E OFC-2j116 20x 18 E 945 E 18.00E 18.0; 0 8.0 .75 DFC.2018 24 x 6 %lfi E 15.W 19.00 89 . Vii DFC246 24 x 8 895 l'i.00 19.00 .89 .60 L) F C24 8 24 x 10. . 930 .15.00 :19.00 .89 .68 "F M410 24 x 12 960 !15.(Kl :i 19.011 .89 .75 DFC,2412 "dbl x 14 E 1,75, -15 M i 19. 00 .89 .66 DFG'2.414 24x it, if,, I o I S., (XI 19.0; 0 - 89 .70 OF02416 24x li 6f.;s :22.00 :22.00 89 .? 1 DFC2418 2.4 x 20 143,3 .... . ....................... ..................... E22.0.3 E 22..00 ............ ............ ........... .89 .60 ............ DFC2420 ...................... Tim_ sic::: in :nd�ey *W*ft:glh,, in.nou"; I T-ado--urks of &G-MACornomfion. FLANGED FITTINGS CAST IRONIDUCTILE IRON CAST Q, R-'.-IN Size W4. No i 14. J T DUCTH E T ;RON 3r n. No. v x v E ims i8.Ct0 E 2-1s0 E 1."13 :"s 12 20 x 14: 1570 E 18.00E2 3. 0.01 11.03 W DFC2014 30 x 16; 1 EiJ5 23M :1.03 C .70 0-:7 3016 :30 x '1615> :18.0,101 21M 11 . -0 3 .75D V- C3 0 1 P, 30 x 208. .. 6 -1 o E 18.00 12 3 kX) I I . 01 3 80 DFG"0211 i3t? Y. 24 E 2215 E 25.001 25.(Al 11.03 .89 FC3024 36 x 12: 2240 20.00" 26A0.0 1 5 .75 DFC3612 3,6 x 14 22.40 :20001 2f,:,(Pl 1.16 . .66 DFC3614 :,Icx .Y" 2(,() n, 36 x 18: 2280 20.013: 26.00 1.16 .75 DFC 3618 36 x 20. 2325 :20.C*:: 26.W 11.15 .8*3 -_-FC3E;20 36 x 24: 2405 20.00! 2C-.(P, E 11 S .89 DF-C3624 `6 x 30 2, 3,RX" a0i 2P 00 1.16 .o3 oFmwo :42 x 12. 3240 i 2 3. 0 0 130. (X) 11.28 .75 D' F G 4 ZI 2 42 x 14: 3240 23.00;: 30.,W, E 1.28 .66 DFC1214 42 x 16: 3270 E 23.CF3;: W.CC- 1.26 .70 DFC 4216 ::42 x 28 3 Z," 5 123.00 3t).00 1.28 75 1, F (34 21 P, :42 . 20: 332", 123 00 M (XI, :1.28 80, DFOA72" ::42 Y. 241 3395 .23.(XJ: :1.26 .8' U (A 2 24 42 x 301 4375 1: 31.00:.341.0 ::1.28 1.03 0-F-C-4230 :42 x 36. 572.0 n '.'. 15 F CA 2 3 6 :48).12 E 43CY) .26.00 i 34.(Y) E 1.42. .75 FC4 46 x 14. 4385 26MI34.00 1.42 Z6 DFC4614 ::48 x 16: 4415 26.00i 34.(P1 I 1A2 .70 DP(A'816 48 x -8. 4420, E 26.(X) 3 4. r X %, 11.42 :175 D F CM a I a :48 x 201 4 4 Cr,) 26 (k)1 34 W, i 14.. .80 DFOA62" :48 Y. 24 1 4535 26*Wd 34.60 1 1A2 .89 46 x 301 4670 1 i 26.0.3E 34.0.0E 1.42 41.03 i DFC4630 :4,-..x 36. SPe* i U. W, 1 U. 142 " IS :48).42 7630 I ............ ..................... ............ :34.00: 34.00 11.42 : ........... ............ .......... 1.28 i l,)i:C4842 ........... 1 ....................... in Qw Ercn anA dLa,.6:e Manufactured i_, accord=oe c11iVA21.,0. F4:.11ge- are Ofled and i_.�.ed ill wal; MSI B15.1 -*.'.,'.A,';!, 10; FLANGED FITTINGS CAST II/DUCTILE IRON BASE TEES CAST Size PON Bass sase rep On I y k :8-,It Hde:: D, U C TIL E R,-N 45 - 5 4.88 5.00 0 56 0.50 518 DFV-31� 4 75 io 5.50 6-W 0.62 0-60 3A DFV44 6 15 7.00 .7 .Orj 0.69 0.62 34 DFV66 8 185 8.3e. 9.00 0.911 0.3e. Ri 8. 0 1311;0 30 9.76 VVI 0.94 0.18 3A DFV1010 J: 12 4, 30 45 11.2F 5 11. (Y) 00 1 .-00 -M UFV1212 .4 465 50 1 4:2.50 00 -. oa too T'c- DR1414 6 600 50 113.75 1"Al 1.or,% 1.00 8 E)FIV16% 7,10 75 15.00 13.50 1.12 1.12 M 0-R18 930 75 13.50 i.12 112 7J8 DF-2020 24 1410 eo 18.5U 12 112 - ivt DFZ24 30 2270 120 23A, 16.00 - 14 - 1�.6 Q FV 3if 310 36 3320 160 26.00 19.00 1.25 115 DFV3636 42 i;?. c' o 2 A) 23.50 44 1.28 1 118 OFV4242 48 i ....... ir720 ... .......... 336 ....................t............. 34 IX) 25M ............. 1 M '142 ...---------- 1 V4 DF.14848- .......I BASE BEN plaso Base DUCTILE .70 PON sonl only S I' ...... ................................z ... .R . ............... ......................... ... ........... . ........I ............ 3 35 4.88 5.00 0.56 0. -5-0 0}ED39C, 4 5.50 6.00 0. f, 2. 0.60 "'F",490 6 as 2", f oo o. fi!) 0.62 ";F:'mw a 145 40 3.38 9.00 0.94 0.88 E) F: - -0 9 0 -Io 210 45 9.715 9.00 0.94 0.88 'D F D 10 93 .2 300 65 ".125 11.00 1.00 D F D 1 2W .4 'zo -moo 1,x) 1.(X) DFL)11490 '.6 "6 75 13.75 11.00 1A) 4.00 oF-D1690 26 565 115 15.00 13.50 1.12 1 2' L-kF---- 1 Sc-9-i 20 "'noo Izo 16.00 13.50 1.1.2 1.12 LN, F;I" 2 0, c-X) 24 -1030 1 1 3, 1) 185-11 13.50.60 M2 !.12 DF, f24W 162.5 1 eg) ?'I.o-o ifmok) 1.19 1.15 LNF1,)*3-,,fK) 31 2336 25+0 2,65.00 M00 1.25 1.15 OFID-3690 42 34465 4100 30 0 23.50 1.44 1.28 DFD42-9) 48 4610 615 -'.4-.4 o.1 2 5. o o 1.56 1.42 L"HDA800 du--t:,a iron. '-j;se a.,fj ;n wiln A1,WVA.'AMS: Wo:GW in fjri: �V s if 'v N rifini 'T-ado=wxscf S:--.t-V-AC-offxva!k1:-- are cJr;::tt:3:-.v with AN'S1 81*6.1 0:.ASS 125 o sIGMA FLANGED FITTINGS CAST IFS ONIDUCTILE IRON 45 DEG LATERAL WYES S.,ze wt CAST A IRON 3 c OUCT LE RON it 3 45 10.00 3.00 ':0.)0.48 DFY33 1: 4 75 12.00 3. rAl 0.62 DFY44 6 fl, 14.6!j 3.5f) 14.5(i i 0.56 LIFefk- It a 200 17.50 4.50 17.50 1 0.60 DP(88 1() 3,15 20.5-0 5,00 1: 20.50 1: 0.68 DFY'4010 12 615 2.4.60 fi.00 1 24. 5f) 1: 0. Tfi DFY1212 14 605 27.U0 6.00 2-1.04) 0.66 DFY1414 6 So 5 30.1 , 6.50 30.000 0.70 DF-(1616 18 960 " 2. 0 -3 7.00 32.01-1 0.7 5 D FYI 88 181 20 12615 a.w 5.Ofl cl. So DFY2020 24 1905 410.5-0 9.00 4().5ti 0.89 DFY242.4 30 3225 52,50 18.20 52,50 1.0-3 D FY 3 0 30 36 5740 &,,. C 19.50 E-0.00 1.15 DFY-3636 42 9172 vn 71.0." 1 f.i,n o 1.28 DFY4242 4$ ............ 12. .................... 77.00, ..................................... . . . lfi-W ...... ....... ................ 77 -04) ; ................ 1.42 OFY484sl ........................ 45 DEG REDUCING LATERAL WYES ............... ........ . .. ........... .............. ........... ............ ..................... ................... S!2!f.. �Vft. I R 0 N-A B T ......................... - - ----------- .............. 12.00 ........... ......... ................... . 3 OLD :'W -2.010 0.52: 0 A! ................... PFY4.'; I.,,,o' 14M 3.6-) 14 'it) 0.56 1 10.48 DFY-63 six 4 : -.60 lls14 o.sD: ". 5 3 0, 4 S ,2 L)FOA 8x4 I S" W 17.50 -5 4.,n'; 17.50 i OAK': 0.52 DFY'34 x 6 lacl;: i 1". scl 17.50 0.60 0.55 X4 nFY':(14 x 6 210: 1 -.w,w 20tit? 0.o8 ss Or-ylofi lQxa 296 20.50 5.00 , 2c, so•(IQ Q FY 100 12 x A 3M 24.50 5.50 24.56 0.75- D FY" 2' x 6 395 24. fXJ, 5-5-0 2450 0161 0.55 D FY i 26 12 X8 420 24,N) 5 50 24.50 0. ! -5 f, CK) DFY*28 12 x 10 >.T 4E5 24.50 2 4, 5 0 : 0 j L .75:.0.6f rjFyi2i,, ........ x4 ......... . . . ........ ..... ... 5C5 ........ 6.00 rl.00 0.52 .................. DFYI44 14 x 6 :i .0 27.0,0 -5 00 27. -00 0.66 0 '5 5 DFY-146 14.(8 fA5 27. cx) vv; 2*,, 00 0.66i DFY148 14 X 10 5V-0 VAX) 6.00 1 27.00E 0.66i G.63 DFY1410 14 x 12 6:20 27.00 ..................... ........... 6.1- ".0o -66 i 0 75 . ........... .... DF*(1412 .................. 27.00 C.-K-00 27 "1 G.. .0 62 DFY' 64 If; x6 Cleo 30 -00 f, 30 -,'0 0.70 f, 55 DFYlW 16 x 8 710 x)-no .3. -,c 0 "O.,-C, 0�-,:o 0..F.;o DFY168 16 x 10 740 -qo.D-1 6,52 30.00 v.70 E G.63 DFY1610: 1:3 x v 7'r..5 i xi.nco 5.fxa 30.0r, 0.70 75 nFYI Ell 2: 15 X 14 8 IS = 3o.00 cust') 301,0 030: UFY1614 1 8X 4 2-e 5 12 5. X) 0.3 1 27.50 0.75: 0-52 DF7YI64 18 x 6 450 2-5.00 1.00 271.50 o.-, 5 o.s5 Or-yl 86 I8X8 625: 25ADC) 1.0027.50 6.75: 0. WO D F Y 18 8 14 x 10 8R5: 72.nO 7. C, -,I 12. rj E 0.7h l; 6,3 f)FI'1810: 1,11 x 12 X: 32.,'X) 7XY) 1: 32 0"1 0 0.71-3: 0-J"S OF) '1812 t 18 x 14 97 6 32 00 7.00 t: 312.00 0.75 E 0-W DFY1614 18 x 1"q I (c 5 32.00 TO o.-, .0 32.0c, 0.70 D FYI m "q 20 x 4 r. f -. . 1: 1- 1.00 29 0 eO 0. 5 'it) 2 DFY204 2,',x 6 z V, 24,00 1, x o sw f, zis "ll. 00 21"0, DF'(2W i 2x 8 7401: 29.00 1.0;j 2 0��o o � 450 DFY208 20' x 10 2 1'. -Yj 1.00 129.501 (1.80 i 0.63 CIFY20101 2.01 x 12 111('!: 3 5. 00 B.00. 35.0o 1 amij ......... ....... nl .... ,vW9m5 in.naurb"� I Tradi;r-----;srts (16:--iMA Cin%wratikvl .............. ............ ........................... ......................... T . ........... . . ..... . ................ J F. S;ze 'Ag. RON 1^1 19 0, su-N. 20 x 14 IM ............ ............ 7115A) P 00 ............ ......... 35.00 0-5: 0 676 ................... L )FY2014: 21' x If, 1270 35-00 8.00 '35.00 0.6i)1 0.70 OFY20-16i 210 x 18 1315 35XVJ 6-00 35-00 0.80E 0.76 OFY20181 24 x "1 790 21 1 7&YT'-C -50 -34.50 0.89: 0.52 DFY244 24 x 5 1 D50 31 Fk) i fl.52 s.I.C-o o.ftq:: 0.55 24 x 8 1030 51.5050 34.50 0. f, 9 W60 OFY248 2.4 x 10 -05 31.50: 0.50 34.60 0.89: 0.68 DFY'241o: x 12 1200 3 1. 60 i 0,50 34.50: 0.69: 03,5 DFY24121 24 x 14 1750 40.50 9.00 40.50: 0.589: (166 ID FY24 It 4 2. 4 x 16 1 K; 5 40.50E 9.00 40.50: 0.89:2 0.70 D FY 24 1 6 :24x 18 -1855 9,00 40.50 0.89 0 715 01PY241 a 24 x 20 1930 40.50 9. Q -- 40.50 0.89! 0.80 DF�'2`�O: 30 x 12 2795 -.00' 4 9.00: 1 G -0: 1 --, 4j.0 : 1.,;3 0.7, fF;�_ ; E) _ .2 : 30 x 14 2150 4 9. 00 1: It ri 00 49.00 1 1 .,-, 3 E 0 66 DFY30141 x I&. 2,g,5 419.00 @ 10.00 49.00 1.103 0.70 DFY30,6:: 130 x 18 2960 49.00 10. 0 0? 49.00E 1.03E 0.76 DFY20181 30 x 20 3,040 1 � 49.C3 I -D 0 -0 49.0K) 1.03 6.80, !)F(3Cf20:: 3 0 x24 32051 49.CK) 4-P.1)0 E 1.-,3:: 0.89 0 F'Y3r V. 4 1 3fx 12 441,'?0 610.00 19 5" 601A) 1. 5: 0 -16 UF Y � --C, 1 2�-. 36 x 14 45A5 60.00 19.50 60.00 1.5:: 0.66 OFY3614 E 36,, If- 4455 54. QCI E 1 S. 3 -,-.1.00 1.15; 0.72 L-)F'/36 1. E. 3F x 18 4505 f:-!.M -30 54.00 1.15 076 "D F Y -', 618 36 x 2," 4575 54.(0 E 11.30 1>4.00 1.15 0.80 DFY3f;201 36 x 24 4725 54.00 15.30 64.00 E 1. 1.1 5: 0.89 D F Y.21 6 2 4 36 x 3* -,-- 2 "P3 rg u;.00 �5 - AP; 56. -' X, l.. ­9 1 103 r, DFY3.301 :42x 12 672-5 19,F.;6121.00 68.60 1 42x 14 5800 61.,q) 12-10" 68.50 1 1.23: 0.66 DFY42141 42 x 161 6850 f.".50 12'.00 68.6-0 1.28: 0.70 DFY4216:: 42x 18 6000 6 S.,cfJ 21.02 68.501 123E 0.75 DFY4218:1 42 x 20 6110 f, 0. DO E 12. C Kr; 60.00 1.28E 0.80 DH42-70:: 42 x 24 6255 6 0. CK) E 12.00 60.00 1.28 0.89 D FY 4 22 4 i 42 x 30 68,65 63.00 12 00 ::12.rj,' Kil, 0 1 1.28 i 1 -0 3 DFY42301 42 x -36 7650 6-6.00 66,00 1.28E 1.15 D r'!-42.31 6 48A 12 7200 7.(i(j 77.00 1.42;: 0.75 DFY48121 4B x 14 7275 77.00 22 50 1-1 .4-A) 1.42.: 066 D FY4 ?, 14 48x If, 74,A) -r 7. w i 22.fit"; -rim 1.42: 0. 70 DFY48161 48 x 18 7620 65.00 s-ov, fjs.,-.o 1.42: US DFY4818 43 x 2G 76 �5 6 5. &0 9. 00; 65.00: 1.42:: 0 - 80; DFY4820:: e, 4 ;4 6401 yg.W E 6.00 64.0-0 IA2:: 0.89 DF-Y4824:: 4P* x 3': 80,15 63.00E 9,00 68.00 1.42: 1,03 DFY48301: 48 x '36 89701 69.00 7 (j -- 0 72!0,)- 1.421 1.1.5 DFY436:: 48 A 42 1101i)j ................ , .(10: 12.00 . 77 ------------- P.0-3-; 1 1.421 1.281 - ---... : .......... DFV48421 I ................... A.vz;:F--ble En --:owdik- imn. -45 Dag L.riXJd4V5`e8 -Wi., acx,.,-vjs,)w with man';Atharns 3hin-larfis ir; f . fi . pneraigu; Fibillom are dMied an -I farem1., 31011. CIASIS 125- FLANGED FITTINGS CAST IRONIDUCTILE IRON ECCENTRIC REDUCERS GAS T DUCTILE 1: sim YVL W04 -I- yl R0N 3 x 2 16 6 10.48 031 DFP37 4 Y. 2 25 - 7 10.2 0.31 1;FE42 x 2 112 28 7 10.52 0.31 DFE425 M . +.......... ..................... fix 35 9: S." 0.31 DFE-62 6 x 2 112 38 9E0.55 (). j '..' DFE625 f;x 3 43 9 0.48 DFE63 6 X 4 4--5 9 0,55 (162 C; HEM .. ................... 8x4 65 11 :P0.60 0.52 C-FE34 8x5 70 11 60 , 0.52 DFE-85 ...... ..... 2M .. .................... 10x4 E5 '12 P 0 52 13FE104 12 68 0. 55 LIFE-1,06 . .................... 12 x 4 120 :i4°0.7 t3.82 DF-7124 2. x 6 130 14 if; 76 0.55 DFE1263 12 x. 8 i45 1. 4 Ef 75 0 6" U)FE.1.18 `2 x 10 1-70 14 :0-75, Q fif! D R-Fl 2 10 1 14X6 155 16 E0.66 0.55 D F E 1. 4 6 14 x 8 1 7:5 6 :10.66 0 60 DF-':148 14 x it) 190 16 10 66 0.68 LIFE-1-41-0, ...... J2 220 ............... 1 16 Q'.66 0.75 DFE'412 .!6x ................................................... 18 :,03.70 0.55 DFE-166 if t Er,.70 0. 6tj L)FE-f;8 16)..10 2"'i 1P, f, 068 r)FE%io 46x12 265 13 i0.70 0.75 DR4.1612 '6 x 14 260 416 0.70 0.66 QFE-I614 CONCENTRIC REDUCERS CAST Size ft. IRON T Ti IRON ..a..._ ............................ . ........ . ......... ..... ..... .................... 3x2 46 6 .48 .31 r-'--R<3'Z' „3 2 1 .. ......... CA: 21 6: : .48 .31 DFR33,25 i 4,2 1 25 ......... ....... 7: .572,.* 4 x 2 V 21 28 7:: .52 3 1 DI R,425 4 x 3 340 7 -,j 2 .44 L)FH43 6 x 2 35 9:: .55 .31 DF.p 6 x 2 11/21 36 9:: .55 M DFR625 6 x 3 40 91 5 1, .4-3 PFP63, f; x 4 45 '-,F-RC,4 'J:: .55 52 D!:W, 6 x "s 51 9:: .55 .62 DFR65 8 x 4 65 11 G .6, .52 DF R 8 A. 8 x -3 -1c. .6,- 52 DF Rft.5 0FR86 '1: 60! .55 LIFH86 85 1 121 .68 .52 DF-ploz: 10 x 6 0 121 .68 DFRI06 I C.FR'Irj-?, 12: 68 .6-3 PFR. kjS 12 x4 I W 14;: .75 52 DV-Rl24 12 X fj 130 C. FR 126 14:: . -1 551 .65 DFRl 2i3 12 x 8 145 C:--R l. 28 14 .75 .60 DFR128 12 x 10:: 1170 CFRl 2101 1-4:: .+,vS- 6e. DFR12.:.Cl 14 x 6 155 Wi '66 .65 DFRI 46 14 x8 175 16 :: .66 .60 DFR14;tf 14x 101 190 161 .66 .68 DF.R1410 1--' x 12 220 16:: .66 .75 D:7P1e12 f, x 6. 1 18; .7f) 5 'lii I)Fp RIf q! 7 .6-11 )F4 L F 168 16xIO: 236 ................... ....... 15 x 12 265 13:: .70 75 DFR4612 16 x 14 ------- -------- - 2-K, 1,91 ......... : .......... 70 .6-5 .......... LYR1614 .................... in;mMs v .NO: W in wun-up.. I T.-ado-ust.-, UST --Ut' T" E wt. I R 9) L T f"t IRON ...... .. ...................... 2"; ........................................ q 2:0.75 DF=183 lgx 10 265 190.75 0.68 DFE 181100 18X 12 295 0.76: DFE182 IS x 14 3 1 IJ e0.75 0. f; 6 DF-1:314 18 x 16 3u4-,' -9 10.75 1! 0.70:1 DFE1816 20x 10 310 20:0.8c, 0.68:: DFIE201.0 2.11 x 12 345 0 E 0. 10 0. 7 ti f.) E201 2 14 3 i 2 MAO 0.66: DFE2014 20 x JlFj �l . 9C- 20:0.30 0.70: DF=20% 1 '7- 26 x 18 41-3 : 20.0.80 0.75, 13M018 24x 12 480 24 E 0.89 0.76E DFE2412 2.4-14 440 24 10.19 0.66DFF24i4: 24 x 16 E 525 24:().99 E 0.70: DFE2416 24 x 18 saI 24::0.89 0.75: DF:-::2418 2A x 20 NQ ! i I P-A Q 1% ) : F5244,0; p ,30x18 810 3 0 2 1 . 0% 0. 7 5 :: DFE-3018 '30 K 20 S 7-0 30: 1.0,3 ().fO:: DFLE3020 .... 979.. 36 x 20 1230 36'1.',--- 0M.: DFE-3620 7-4 x 24 1 1,345 361116 O.f39:: OFE.3,624 ... .. ............... 42 x 24 182f, 421 1.28E0.69 DFE4224l, 42 x aJ -2 60 1 � 42: -6 1. 0,-t E DFE4230 42 x 36 2345 1 42:1.28 1 15! DF'--:423f, 48 K 30 2625 46'1.4" 1.03 D F E 4 830 48 x 36 2: 295.0 48 E 1.42 1. '6 DFE-4?�36 48 x 42 3320 48:1.42 1.28:: DF-E-4842 . . ....CA S........ ........ . ........ . ........................................ ... Prf. I R -,*) N' L I . . ........... . . . 240 .. . ......... . . ....... .. . .... 76 .50: DFR'183 18 x 10 265 .75: .68: -FRI810, 18 x 121 295 5 .75: --'FR1612 13 x 44 310 i9 76 .66 F R 1, 14 1 340 19 75 .70 DFRI816 20 x 101 3101 20: 1;:? .68:: D,.,p 2 ,, I 20 x 12 E 345 20: .80 .75; OFP2012 20 x' 155 'o .80 1 E.6 i *DFR2014 20 x 16 3901 2(,:: .8o .-?0: R 2 1) 16 20 x -8 410 .80 .75: -,)L:R?"18 24 x 1 480 24 E .68E J 5 E OFR2412 24 x 14 4901 24: Z' 9 .66E FR241' 24 X 525 24: .891 .70E DFR2,115 24 x 118 24: .8-1 1: -,FP241,4 S90 24: fm 3.3 x 13 -310 30: 1.03: .7,--,:: D PR 30 18 30 x 20 870 'A" '1.03 .80 '.',%::R3,,2,' ..24.1 .... Wit. .... M. !,.0. ..... W.: 41i...M&A �16 x 201 1230, 36. 15: 10 FR3620 �13 . D 36 x 24 1345 3b 15 .89:: DFR31-bl .. .................... 42 x 24 1 8 42 .80 DPR422.4 42 X 30 _060 42 1.28 1.003 D--R42-.5Qi 42 x 36 2345 I . 1 42: 1 2a 1--.51 F�-Fp 48 x 30 2.6251 - 48 11.42. 1.03 13Fr R 4 -3 0 48 x 36 2s50 48 E 1.42 i 1. "ll fj i .................... ... A' E A.? Zii 4 ,14.x 13 .................. .................... ;0 DFR5446 Availao:f; in wl'y and duct-:e izxi:l riangg.sar* d6:iffj -.:tnd fa:(A;n a4mmdatux-, FI-ANGED FITTINGS CAST IRON/DUCTILE IRON u. V 2"-10" ---------- 12'-4sl" n- V V nooft &Y .......... BLIND FLANGES O S1GIVie4 ......... . ....... . .................. -17 .... ..... 7.60 76! 1 1%61� BDF3 LITFj 4 14 9. 1, 0 0.94 0.83 F-1 D F 4 --T-4 6 24 1.00 0.9411 BDF6 OTF6 8 13.50 1 111 1.%E7 PDF8 DITF8 12 BLIF10 D11:10 12 76 19. o ii 1.25 0.81 BDF12 TF 12 .4 W) 0.88 BDF14 DTFIA 46 146 2 3. 50 1.44 00 8DF16 6 I P,5 5 6! VA 6DF18 DT F-18 20 2117 7 . 50 1.69 1.i2 r,,DF2,,' DT' 20 24 370 32.00 1 ".8-S 1.25 BDF24 r% F -T. 24 30 5400 7�4?75) 212 i.44 P D Kill", L-TF30 36 -1w 46.00 2.38 62 WK16 DIT36 42 1175 5 3. Cvj 2.62 '.81 B D F"'. 2 :--; TT -* 4 2 48 1585 -4.50 2.75 2.W EDF-48 --T--48 5 54 2. C,'.0 1 " 66.25 3.00 1 2 25 BDF54 [1-5:54 in .VWr;!&gc1v:w ;rl with A.W.YNA, tM C. ". 11hA21. 10. am d-�k:-rj and'hiovi :n akvrdanco tVAII AW": r,,` 6' 1 C(Ass '25 :b.0 W!1H tx- 2" -.;a. unle---s mcuested otherwese. TRUE WYES DUCTILE Size W*.. IRO A 8 T T1 IRON ... .................................................. 3X3 3111, 55" 1-00 10.48 4$ DFA133 4 Y. 4 55 6.511 3 00- U 52 0.52 U FW44 6 x 4 6v- 6 - SO & 50 O.S5 0-52 DWW64 6 x 6 85 8.00 3.50 0.55 0.55 LEF0166 8X6 i (?0 a. "NO 4 tfilv 060 0.55 ;NFW86 8X8 4 0, 9 -010 4.5,, n. f;, 1 0 61) Fw88 1OX8 1115 9.w 5.00 0.68 c.. 6 " DF-wos 'lox '0 165 11.0,11 55. 00; 0.68 0.68 -- FAN 10 10 12X8 210 cr. 5.50 0.75 0 60 DFW1 2B 127. 12 3041 1' -191 5 SO Ij R5 0.75 -,)FW121^ 14 K U 435 14. X) 6.00 0.G6 0.66 DFW14114 1.6 x 16 580 00 6.50 0.70 0. 70 F V 1116 16 18 x Ono 0 16.50 7 '00 0 75 0.7 5 ;-NFW1818 20 x 20 96-0, E8 -010 8.00 0.8f) 0 SO QPVV2u0 24 x 24 1370 i 2 2.0 00- 9-00 0.8-3 0. 819 -DrW2424 30 x , 8 1165 25.00 10.100 !.CIS 0.75. DFe.1cAF18 30 X 20 2.5 L7.0 i 0. W 1.03 0 W -JFW302(., 30 Y. 24 1505 25.C.0 10 00 1 03 0.49 0FW3(124 30 x 30 2630 25.00 10.00 1.03 1.03 ORP4302 o 36 x 24 2080 2 8. 00 12.02- 1.15 0.89 OF-013624 36 x 30 2665 2 8. 0 11; 5 IN) 15 1.0-3 LIFW3630 36 K 36 3470 15.010 115 15 DRV3626 42x 30 34101 31.00 11,76 1.0', L)FIVIA2,R) 42 x 36 4205 S1 11-4. 0,'; '.28 IAS DM14236 42 x 42 5235 31 -00 21.00 1.28 1.26 1'"14242 48 x 2W 4415 28.W ". 4 00 -142 1.15 OIFMe-36 48 x 48 . ........ 34 00 ....... ...... 4 18.f.K, '.42 ........ . .. ..... J..11.42.. ;J I ... t , kvail. -..ble: , ir dtictv'. 1,011. M-a-r-i-lbictumd mr. w-1h mar.uf:ct:mes ---tandards PI a nges a rc, (I, i 4w ;jr-d ;'.) PCX*P';a')rA! Viith ANSI f; 16.1 CLAF-1: -25 1M.-jrht in -poun-oifi T-iadwnufks of 10 osiGMa STRAIGHT F� ARF PgFrPq ........... ::SizeIRON ................. ................... CAST ........................... I C. ............. .............. L ti ........................ DUCTILE 1porl 3 20' 0.48 7.511, 8 oo E 6,f)", F A 3 4 0.52 f; oll 8 -I). () DFA4 6 40 1: 0.55 11.00 6' o' 6.00 DFA6 8 70 0.60 4 m5n, -cl.no:: a.clo DFAS C1.6.8 f,: o" PF.,k I c. 2 ifi!; 75 19XJ0 12 00:: 12.0ll 1: OFA12 14 165 0.66 21.00 12 00 14.00 QFA14 16 2-40 0.70 23.50 16'of)16.00 18 275 0.7 5 25.0111 f.; L) E 14.00 UFA"* 24, 356 0.80 27 50 8. 01 0 2-0.001 DFA211 24 480 0.61 9 32.00 18.00 24.00 DFA24 30 1100 1.03 38.75 24.0030.00 DFA.30 D 36 14W 115 46 00 24.010 36.00 DFA36 42 1160 1.28 53.00 10 -00 42.00, DFA42 48 ........... 2375 ................ ................... 1 A2 ................ 59.50 ................... 30.00 4.31.00 ............ -------------- ------------------------ 90 DEG FLARE BENDS CAST 0 !SiKil Wt iL,c-0N .................. T .......... c A B :R(.,N 3 30 0.48 ....... ............... .5 -50: 1100, ....................... f)FF,-,I,-; 4 45 0 52 'JAK) 6. N'l E 12. UFF4,10 6 75 10.55 11.ty3 8.00: 12. DF::69C; 8 120 0. &D 13.&0 9.00: 14.00 DFF690 10 f.i 68 16.00 il.00, E 17.00 C)FFlogo 12 ?-?fi 11). 7 5 19.00 12 0111: 16 -010 D F u i 2f-,qj 14 310 0. &.3 211.00 14.(k-:: 21.50 Dl--F--14k- 16 3915 0.70 23.550 15.001 2 3. -' NO DF=1690:: 18 495 0.75 25.00 15 -'Rl :: 25 X D F F 1 85pFj '4 si3t1 0 8.111 7.50 laxy,l: zr.-w r)FF2.%wq 24 99 s 32.00 72 10 0 G '12-5) D F::: 4 0: 30 1970 1.03 38.75 25.(C.-:: 36-00 DFF-309fj:: 35 2730 46.(K) 2.10.00,E 3 a. 0 0 DFF36M: 42 32M 1.28 53.00 31 (K) i 3.5-00 DFu42901 ................... 11.42 ................ 69.50 t ................... 34.CC: 46.,00 L ............ .............. DFF4860 ....................... LONG RADILIS 90 DEG FLARF RFND.R CAS DUCTILE sizo Wt :R(.,N T C A S lRonq --- - --- .......... 4 ...... . ............................. r -, : ................ 0.52 ................... 9.0cl ............................ 9.001 14.50 ........ DG'490 6 W) 066 ".cn li-so E i5 0 PPG690 8 1 f, .5 0.60 13.50 14 . (xi ").r"o C)Lc-fifso 10 250 0.68 16.LU3 13.50E 22.50 DFC-10t-A) 12 375 0.75 19.00 19.00 25.00 D--01290: 14 4f10 0.156 2 1.0 0 21 50 -.n-.-00 DrC:!14F:Kl 16 tim 0,10 23.50 2.4.(Y) D F: G 16 9. C.) 18 675 0.75 255.00 26.5-0- E JV- 0 DFG1890 20 8166 0.80 27.60 Z.00 29M 3 DFG2090 24 1.335 c189 32.00 .34.00 44.50 D-FG2490 30 219() 1.03 318.7-5 41, 50 E 48.5() Djr0309i1 .36 346S I 15 46.1?0 49(Y) W -00 OFG36X) 42 6,150 1.28 -5-3.00 56.50 E C-3. 5 0 U-C-4290 46 .......... 6725 ................ ................... 1.42 ............... 59.50 ................... 64.00: 71.00 t ............ .............. DFC-439) ...................... Plant pen, ane. and ".30ral in :30c.ordance B'fi.1 C;1AS4125 0;.rm---s;or.r -n Er vies innou.n...z. Tnetdo:---wks of S:..";.V.A 11 FLANGED FITTINGS CAST IRON/DUCTILE IRON 0 . ........... FLANGED FITTINGS CAST IRON/DUCTILE IRON (o SIGMA BOSS- AND TAP LOCATIONS NiEr?iOnw (-->F DFS-K�;;.'A7NQ =vViCA �W 'APPED HI.I.A-ES A. n4ck;o A BOSS —Es WAAT lRoN R t.Nr.;;r% . ....... . . .3 S WM . .. R I Ho;A--,rL4- VUGH 14AU elff- YAP *1TH f>t-;P,D TA?r- Z;D mV;- FS, - ----- F F L - --------- 1� STWCI? TSIZC STnA I Gj-.T $; ZE STRA I f' iff -i Ea 411. . .......... E; 'ROW c os-3: NG RE r33Lla-.-l.;N-:l. f z Z-; p C I N, rl 1 . ............. .... .... f F14my VIEW 2 DE VEEP; Fgl',TITVICN Mrj-vW-W S'DE 0"'IneT 5,30 S: Wt ^,tJ'T:. f T Tf F S e:3 HT 51Z 3 FIR A: 0 HT $1 Z E 5TRAI-GHTSIZE- u� 404 RAS r- DIDUME BRANCH Ft-V,;7iVN 4 4;1* camow Tice VA' ViQmR 44 1 W F,.Tif,.g a N1 feprvl-ll , M.e.rc a rak is rr pcnq-ti filifir.9 iss Wanted wim a -&"Xjlm iftf;G 4 wah $yn, "n C ric W 8.lap i,?. V-1m.. ril .1 -N 1;.;l e t W' and ckmi�f. ete, im De tw corre\ f w at Uk4;--lu i,- 0"O'S", 1 G M A FLANGED FITTINGS CAST IRONIDUCTILE IRON DESIGNATION OF OUTLETS ........... ------ REDOIVM�Nlr� TEES O-J YL VT ONE, ONE PUN AND K li us REDI JCING CRESSES ...... . ..... L, . ..... ------------- ON ON RUXXING an P. E DL- m G 0-%, rm"M: ov L c-fs ME PON AN[) um�. LN A"40 W%E-V B^Ti4 OUTLETS P�DUCNG LATERALS iE L.......... ............... (-M P.Mlcoic em TRUF -Y, BfM Iw>i ONE gum O.4m RUN AND BRANCH SIDE OUTLET TEE D,,, U 8 L E S I D- E- OUTLET E F 14 AN D RW%Hr HAND LEFT HAND tt;z bath: vlea 0a m'dWrIg fitring Tw h r-eskr, -a lvw Olt- 0 Pei I �1,6 k�p re.xy a3 4'"', stop anfiewq is narwd lifai. * x,pl ?or 13 Lit h:Dw. 1m; wilich are J V? the ?Ot! va; a. :0, c; and 41. in w d u oi.-4 Gas L-o ! 1 --.: in W4 fat Oki UN a r; r*x o iry 4 whv ?Vt b ri i 6?49-nal: 9 +a cXl: ;;d* is Se id mamed mlrwd !a-k :e; 1f;0 cai'm '31 *,.& is n-of show:.. t.,.q WWII of tkn IS desigautp.-d b", :enu- e, 13 Co"11 o0 8, CO9 • 1 1 Mechanical Joint Restraint for Ductile Iron Pipe 3 1103 6 30 '. h :....... 1104 . 7.7 ... _.... ._ 3' ............................ 6 1106 11.9 30 350 . 10 1110 23.9 o 3 350 r 12 11 2. .... ... . 31.E 3' ' < . 14 1114 48.5 2 ° 350 1136 5£i 2° 35Q 18 1118 63.1 11/2 ° 250 iii:.iii'i i ..... .. Jl: 24 1124 133.1 1% 250 ...... ... 36 1136 234.0 10 250 ................ 48 1148 653.0 10 250 Made In U.S. Patent Nos. 4092036, 4627774, 4779900, 4896903, 5544922 The USA 0301-5-F Features and Applications: • Sizes 3 inch through 48 inch • Constructed of ASTM A536 Ductile Iron • Torque Limiting Twist -Off Nuts • MEGA -BOND® Restraint Coating System For more information on MEGA -BOND, refer to www.ebaa.com • The Mechanical Joint Follower Gland is incorporated into the restraint • Heavy Duty thick wall design • Support Products Available: Split repair style available 3 inch through 48 inch. EBAA Series 1100SD Solid restraint harness available for p pipe i e bells. EBAA Series 1700 Split restraint harness available for existing push -on bells. EBAA Series 1100HD • All MEGALUG and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication, and bolt- ing hardware • For use on water or wastewater pipe- lines subject to hydrostatic pressure and tested in accordance with either AWWA C60O or ASTM D2774 Copyright ® 2007. EBAA Iron, Inc. All Rights Reserved. MEGALUG: THE PRODUCT OF PREFERENCE SINCE 1984 Since 1984, engineers and contractors designing and installing water and wastewater pipelines and systems have come to rely on the EBAA Series 1100 MEGALUG Mechanical Joint Restraint as the "Product of Preference" for effectively and economically restraining ductile iron pipe connections above or below ground. MEGALUG Mechanical Joint Restraints replace external re- straints such as c-imbersome concrete thrust blocks and corrod- ible metal tie rods creating a quicker, safer and more economical installation. Major testing laboratories agree as the 3" through 24" sizes are Underwriters Laboratories (UL) listed, and the 3" through 12" sizes are Factory Mutual (FM) approved. For use on all classes of ductile iron pipe (PC350 through PC150 and CL56 through CL50), for practically any application including valves, hydrants and pipe, the MEGALUG Mechanical Joint Restraint effectively and safely performs without damage to the pipe or cement linings. THE MEGALUG GRIPPING WEDGE... PERFORMANCE PROVEN The wedge style MEGALUG design reacts to the amount of force acting on the joint. When each wedge is set, the wedge teeth penetrate the pipe's outer surface, and the wedge does not move on the pipe. There is very little change in this interface until the wedge movement begins inside the pocket of the main casting. Once the wedge starts moving, the formation of the buttress begins. This "dam" of material (the wedge impression) is cold formed as the wedging action continues. If the force of pressure acting on the joint is released, the wedge moves back to near its original position. This engages the reserve -controlled move- ment or "RCM". The wedge is then ready for another round. After the wedge has moved to the back caa ri ; ibw;�aty-0 ..S : t.0.YaA.:^. ......... Lea. t.Y:.C•:ti!t x: :s ::........: ,:::: �i of the pocket at the maximum pressure or load, the wedge buttress are in shear. The maximum movement is about 0.3 inch through the thirty-six inch size and 0.4 inch for forty-two and forty-eight inch. The RCM is available even with severe cyclic loads. This has been tested to very high-pressure differentials and the wedge impressions look the same as if a single test had been performed. Typically, the depth of pipe wall pen- etration, or wedge impression at around 25,000 pounds of force per wedge (200 PSI on a six inch and 150 PSI on a twelve inch) is 0.03". Finally, at roughly twice that force the penetration is around 0.05" At these high pressures, there is no affect on the design thickness of ductile iron pipe made according to AWWA C150. The lack of damage to the cement lining clearly indicates that the thrust load is primarily longitudinal. This ability to move in the pocket allows for angular flexibility as well as longitudi- nal flexibility. THE -ORIGINAL PATENTED GRIPPING WEDGES Since 1964 EBAA Iron has respond- ed aggressively to the needs of the water industry for better solutions to joint restraint problems - thus the development of the family of self actuating MEGALUG wedge action restraints. TQQLS MEGALUGS install using an ordinary wrench (box, ratchet, or air -driven), s because the torque -limiting, twist- off nuts automatically shear during >�. fir- tightening when the proper torque is reached. The same 11/4 wrench used to tighten the T-bolts on the 4" through 24" sizes can be used to tighten and shear the twist off nuts in all sizes. If removal becomes necessary, a 5/8 hex head remains so the screws can be loosened, and re.ightened with a torque -in- dicating wrench. During removal, the wedges are held in place by retainer clips. DEFLECTI.QN The MEGALUG gripping wedges provide resiliency to your pipeline design. In :o deflecting as MEGALUG Takes the L© much as allowed by the mechanical joint during installa- tion, :::n is iC• C! 510 Ci after assembly: Sizes of 12" and below are capable of up to 3 degrees of (ieflection of .e: li ... Eit3ltlGi (�tepenjing on the preset deflec- tion.) The 14" and 16" sizes are capable Cif' 2 t,� `: eY.S f3E ?�C•;1:1C)•'i. The 18" through 24" sizes are capable of 1.5 deor aes de?f ection. The 30" through 48" sizes are capable of 1 STEEL PIPE The 1100 Series MEGALUG can be used to restrain 3" - 8" SCH 40 or 80 steel pipe when joining to me- chanical appurtenances. It can also be used on steel pipe in all sizes if the pipe's outside diameter is the same as the ductile iron pipe and its thickness is equal to or greater than PC350 ductile iron pipe in sizes of 16 inch and below and PC250 ductile iron pipe 18 inches and above. CA$T.IRQN.PIPE. '•i>:z:::>?`.>:`•«%>.:::; > Grey iron pipe diameters are often larger than duc- tile iron pipe diameters. The Series 1100 MEGA - LUG restraint may be used with grey iron pipe having standardized cast iron O.D. per AWWA C150 and C151, and with pit cast Classes w:t!:�ournodification.:-ise of the ••• ` ,;.:, �•:::;• •: ': Series 1100 with pit cast grey iron Classes ;.; •:,�r,, "C" and "D" will require over sizing the MEGALUG. More information on this is explained in detail in "Connections Bul- letin DI-1". Mechanical Joint Restraint Sample Specifications (The text of the specifications below can be copied pasted from www.ebaa.com/download/110OSpec.DOC) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA C111/ A21.11 or ANSI/AWWA C153/A21.53, shall conform to the following: Design Restraint devices for nominal pipe sizes 3 inch through 48 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable re- quirements of ANSI/AWWA C110/A21.10. The devices shall have a working pressure rating of 350 psi for 3-16 inch and 250 psi for 18A8 inch. Ratings are for water pres- sure and must include a minimum safety factor of 2 to 1 in all sizes. Material Gland body, wedges and wedge actuating components shall be cast from grade 65- 45-12 ductile iron material in accordance with ASTM A536. For applications requiring restraint 30 inch and greater, an alternate grade of iron meeting the material requirements of ASTM A536 is acceptable, providing the device meets all end product performance requirements. Ductile iron gripping wedges shall be heat treated within a range of 370 to 470 BHN. Three (3) test bars shall be incrementally poured per production shift as per Under- writer's Laboratory (U.L.) Specifications and ASTM A536. Testing for tensile, yield and elongation shall be done in accor- dance with ASTM E8. Chemical and nodularity tests shall be performed as recommended by the Ductile Iron Society, on a per ladle basis. Traceability An identification number consisting of year, day, plant and shift (YYDDD)(plant designation)(Shift number), shall be cast into each gland body. All physical and chemical test results shall be recorded such that they can be ac- cessed via the identification number on the casting. These Material Traceability Records (MTR's) are to be made avail- able, in hard copy, to the purchaser that requests such documentation and submits his gland body identification number. Production pieces that are too small to ac- commodate individual numbering, such as fasteners and wedges, shall be controlled in segregate inventory until such time as all quality control tests are passed. These component parts may then be released to a general inventory for final assembly and packaging. All components shall be manufactured and assembled in the United States. The purchaser shall, with reasonable notice, have the right to plant visitation at his/her expense. Installation Mechanical joint restraint shall require conventional tools and installation proce- dures per AWWA C600, while retaining full mechanical joint deflection during assem- bly as well as allowingjoint deflection after assembly. Proper actuation of the gripping wedges shall be ensured with torque limiting twist off n uts. Approvals Restraint devices shall be Listed by Under- writers Laboratories (3" through 24" inch size) and Approved by Factory Mutual (3" through 12" inch size). Mechanical joint restraint for ductile Iron pipe shall be Megalug Series 1100 pro- duced by EBAA Iron Inc. or approved equal. MEGA -BOND® Restraint Coating System All wedge assemblies and related parts shall be processed through a phosphate wash, rinse and drying operation prior to coating application. The coating shall consist of a minimum of two coats of liquid Xylan@ fluoropolymer coating with heat cure to follow each coat. All casting bodies shall be surface pre- treated with a phosphate wash, rinse and sealer before drying. The coating shall be electrostatically applied and heat cured. The coating shall be a polyester based powder to provide corrosion, impact and UV resistance. The coating system shall be MEGA -BOND by EBAA Iron, Inc. or approved equal. Requests for approved equal must submit coating material and process details for review prior to bid. For more informattbn regaidtng f)?1 BOND, refer to the MEGA -BOND brochure or visit www.ebaa.com. Support Products tion concerning these products please consult the catalog or www.ebaa.com Series 110OSD ATIOT 4I Ci,AI .l_ 16 l� titr<ii nt Series rmi .............................................. ......................................... Series 1100SDB Alit IIEGALUM Rcstraiiit r �1idi� am AI}>licatit�rz` Series \ti`<:jAU_'T l�e,trai��t IJan wss t'Or Fxi:tiii�_, Pudi-C_)ii Dell, 'Series 1100 Submittal Reference Drawing ----------------------------- , \. -F p 3 1103 4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350 .................... 4 1104 5.92 2.27 4.90 0.75 9.90 0.875 7.50 9.12 2 4 7.6 350 6 1106 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 11.8 350 8 1108 10.17 2.31 9.15 L00 14.15 0.875 11.75 13.37 4 6 14.9 350 10 1110 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 23.9 350 �i 12 1112 14.32 2.37 13.30 1.25 18.30 0.875 16.25 17.88 8 8 31.2 350 14 1114 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 49.7 350 16 1116 18.50 2.69 17.54 1.56 22.90 0.875 21.00 22.50 12 12 56.4 350 18 1118 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 63.6 250 20 1120 22.70 2.69 21.74 1.69 27.10 0.875 25.50 27.00 14 14 71,0 250 24 1124 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 128.7 250 30 1130 33.29 3.20 32.17 2.25 38.87 1.125 36.88 39.12 20 20 190.7 250 36 1136 39.59 3.20 38.47 2.25 45.17 1.125 43.75 46.00 24 24 226.5 250 42 1142 45.79 4.56 44.67 3.88 55.57 1.375 50.62 53.48 28 28 518.9 .................. . 48 1148 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 608.3 250 2.* 5.* The Series 1100 MEGALUG joint re- straint is designed for use on ductile iron pipe conforming to ANSI/AWWA C151/A21.51(all thickness classes) when restraining mechanical joint pipe fittings. Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both the gasket and _he plain end with soapy water or an approved pipe lubrication meeting the requirement of ANSI/AWWA C111/A21.11, Tighten the bolts to the normal range of torque as indicated [3 inch 45-60 ft-lbs., 4-24 inch 75-90 ft- Ibs., 30-36 inch 100-120 ft-lbs., and 42-48 inch 120-150 ft-lbs.] While at all times maintaining approximately the same distance between the gland and the face of the flange at all points around the socket. This can be accomplished by partially tightening the bottom bolt first, then top bolt, next the bolts at either side, finally the remaining bolts. Repeat the process until all bolts are within the appropriate range of torque. :. {:.a:.a:.a:.a..:: �.Y:..a:.:a:.:a::.�s:. just prior to slipping the gasket onto the plain end for joint assembly. Place the gland on the plain end with lip extension toward the plain end, followed by the gasket. NOTE: In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. 3.* Insert the pipe into the socket and press the gasket firmly and evenly into the gasket recess. Keep the joint straight during assembly. 4.* Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Make deflection after joint assembly but before tightening bolts. In large sizes (30-48 inch), five or 7 more repetitions may be required. The use of a torque -indicating wrench will facilitate this procedure. 6. Tighten the torque limiting twist - off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tightening in an alternat- ing manner until all of the nuts have been twisted off. EBAA IRON Sales, Inc. PA Box857, Eastland, A 76448 Tel: (254) 629.1731 Fax: (254) 629.8931 (800) 433.1716 within US and Canada contact@ebaa,com www,ebaa.com If removal is necessary, utilize the 5/8 inch hex heads provided. If reas- sembly is required, assemble the joint in the same manner as above, by tightening the wedge bolts to 90 ft-lbs. If the series 1100 restraint is removed from the pipe, be sure that all the collar bolts and wedges are in place before the restraint is reassembled. These steps are requirements of AWWA. AWWA Standard C600 For More Information For more information about MEGALUG restraints call EBAA today and request "EBAA Connections Bulletin DIA" concerning use of the MEGALUG restraint on grey iron pipe, or "ESAA Connections Bulletin DI-2" covering the background and operation of the MEGALUG system of restraint. "Restraint Length Calculation' Software is available for PC/Windows applications. Support documenta- tion about the software can be found in "EBAA Con- nections Bulletin PDA through PD-Y. 4 3 IV 2 I D Sec C B TROUGH OLE S u b to itta i for High PressureTandem M e g a #u g Assemblies NOTES: 1. ALL OTHER DIMENSIONS CAN BE FOUND ON THE MEGALUG BROCHURE 2. INSTALLATION OF THE TANDEM ASSEMBLY IS THE SAME AS STANDARD MEGALUG EXCEPT THAT TWO RINGS ARE BEING USED INSTEAD OF ONE. THE SECONDARY RESTRAINT RING ( THE RING WITHOUT THE LIP) MUST BE PLACED BEHIND THE RING WITH THE LIP AS SHOWN IN THE DRAWING. 3. IN ORDER TO ACHIEVE THE RATED PRESSURES SHOWN THE JOINT MUST BE ASSEMBLED USING AN EBAA SEAL GASKET. _..........._..._.................................................................... Part 0 P rs s s u rs R a tin p,.,....D,. M ......................... ............................................... X. 3- Iz e o f B o It .......B..o_,It,•M..a.te.,rIa_.I.........L...C„-,I .................................................. 1..0__.?.L..,C..-,1,5,3...'; 1 1 0 4 T 0 M 7 0 0 ..................................................................................................................... 5 .3 3.8 4--3 /4 x 7 C O R E -T E N 1 0 .6 9 1 0 si T D fs7 ..... 700 5 .S _.3_.9 6 --3 /4 x 7_R E -TEN ....................... . 1 .0 6 0 .63 ................................C.......................O.E.......................S. 4.....<..t... ......................C_O ... .............. ......... . 6 3 /4 x 7.......................0 O R E -TEN ..........................: 1 .1 2 0 .8 8 A 1..1 I..0...�..0.t!`.........................�.0.8........................5...3.....4..1................8--314x7 E CO RE -TEN ..........................! ...........: 1.19 0.7 7 D h;...i ...............1.0..0........................5..r�5......4..4. ...................._-............ ......... ...... .................. .._ 8 --3 /4 x 8 _ E..R A D. E...5.. M B.._ ..........................;.........................; 1..2 5 0 .7 3 1II -,,T M 700 ................................:..................................................... 6.1 . ......4...9... 4.9 ...... .10--3/4x8 0 RAD E 5 M B ... .. . 1.31 0.79 i a l l& T O b1 7 0 0 .........................:........................................................... 6 .1........3..... . .................................................................................................. 1 2 3 /4 x 9 0 R.A D E 5 M B .3.8........._...0...8.5.......i A 11 i8TLtt^....:.... ..... ............ 5.0..0...................... ..g...1......5..1.............12--314x ..............1 9 0 R A D E 5 M B 1.44 1 ..............: 1 1 2£ T D M 5 0 0 ........................................................................................................... 6 .1 5 .1 1 4 --3 /4 x 9 O R A D E 5 M B 1 .5 1 .0 2 i124'� t3b1 500 6.2 ........................................................................................................ 16--3/.4.x.9.......... GRADE 5 M B 1.62.... ?_..130T£3b1 500 .................................................................................... 6.2 �5.3 8.2 2.0..--1x10 GRADE 5 M B 1.81;:.. 1.02 113g Cfz 500 7.2 6.2 ...;........................................................... ..4--1..10 gRADE 5 M B 2 t 116"Ts 500 b. .....................$.E.O........................9..•8.....8..1:........3.2.:._..12..5.x.,.s..........B....A..L.L...T 9... 9.1 2 8--1 .2 5 x 1 5 E 8 7 ALL THREAD 2......... :?...I.'=..t.w..f.b� ................ . .. i ........................................................................................................................................................... H.R..E..A.D.... , •_. ......................... 2 C M 'A�*PA6alot - Sid 40b" 0 7, mot, eta ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 14 THROUGH 24 INCH DUCTILE IRON PIPE SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25 can be expected in restraints under 16". For larger sizes, movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. See ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8 —9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Epoxy coating optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (Ibs) (psi) (psi) Deflection 14 10 42.8 350 700 2° 16 12 50.4 350 700 2° 18 12 57.4 250 500 1.5° 20 14 66.0 250 500 1.50 24 16 83.3 250 500 1.5° UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0018 8/06 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Phone (425) 951 6200 • Toll Free 1 800 426 9341 • Fax (425) 951 6201 • www.romacindustries.com 57 MAugust 27, 2007 ROMAC InInllcrQtPc UKINC. RomaGripTM Pipe Restraint 69 1-800.426-9341 Gland: Ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. ul F M CO) C Gaskets: 3-24" sizes: A standard MJ gasket is used with this fitting. See N ROWo C ANSI/AVWJA C111/A21.11 for gasket specs. For 30-48" sizes, SBR in ac- = cordance with ASTM D2000. Other compounds available for petroleum, Torque Off Bolts Assure the CX% chemical or high temperature service. proper L) torque is applied = Restraining Bolt: Ductile (nodular) iron, meeting or exceeding ASTM A 'V 536-84 (3-24" sizes: 7/8 —9 roll thread), (30-48" sizes: 1 1/4 - 7 roll thread) C. Restraining Lugs: Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Heat treated using a proprietary process. Coatings: Shop coat applied to the casting for corrosion protection in transit. Use: Ductile iron pipe 3" - 48", cast iron pipe 3" - 48" (same OD's as ductile CO iron), IPS size and STD steel 3" - 12" with transition gasket. Radial Pads Not for use on PVC pipe or plain end mechanical joint fittings. Contact the pipe and apply force evenly To Order: Specify catalog number. ROMAGRIP for Ductile Iron Pipe Accessory Pack (RomaGrip, Gasket, Bolts and Nuts) NOM. PIPE CATALOG T- BOLTS WEIGHT LIST PRICE CRATE SIZE NUMBER QUANTITY: SIZE (ea.) (ea.) QUANTITY 3" 3" RGAP-D 4: 5/e" x 3" 8# $42.50 54 4" RGAP-D 4: 3/4" x 31/2" 11# 47.68 96 6" 6" RGAP-D 6: 3/4" x 4" 17# 57.24 72 8" RGAP-D 6: 3/4"x 4" 22# 80.56 48 10" RGAP-D 8: 3/a" x 4" 31# 116.30 30 g,8" 12" RGAP-D 8:3/a"x 4" 37# 157.68 32 14" RGAP-I 10: 3/4"x 41/2" 53# 217.00 - 16" RGAP-1 12: 3/4" x 41/2" 62# 267.00 18" RGAP-1 12: 3/4" x 41/2" 68# 345.00 - 20 * 20" RGAP-I 14: 3/4" x 41/2" 78# 462.00 24"* 24" RGAP-I 16: 3/4" x 5" 98# 538.00 * 3-0 30" RGAP-I 30" 20: 1" x 6" 295# 1,418.00 36" * 36" RGAP-1 24: 1" x 6" 380# 1,840.00 42"* 42" RGAP-1 28: 1 t/4" x 81/2" 595# 2,560.00 48"* 48" RGAP-1 32: 11/4" x 81/2" 1 730# 3,440.00 ROMAGRIP for Ductile Iron Pi a (RomaGrip ONLY) NOM. PIPE CATALOG T- BOLTS WEIGHT LIST PRICE BANDED SIZE NUMBER QUANTITY: SIZE (ea.) ea. QUANTITY 3" 3" RG-D 6# $30.68 5 4 4" RG-D - 7# 32.68 5 6" 6" RG-D - 11# 38.08 5 8" 8" RG-D - 16# 58.65 5 10" 10" RG-D - 21# 86.80 3 12" 12" RG-D - 28# 127.54 3 14"* 14" RG-1 - 41 # 168.00 - 16" * 16" RG-1 - 49# 220.00 - 18" Or 18" RG-1 - 56# 314.00 - 20 * 20" RG-1 - 64# 402.00 - 24 * 24" RG-1 - 81# 467.00 - Q * 30" RG-1 - 250# 1,265.00 - " * 36" RG-1 - 325# 1,630.00 - 42" * 42" RG-1 - 479# 2,490.00 - 4$ * 48" RG-I - 594# 3,265.00 - *This product is imported. For RomaGrip products manufactured in the US, see page 7-8 Catalog Numbers ending In "D" Indicate a RomaGrip manufactured in the US. Catalog Numbers ending in "I" indicate an imported RomaGrip. A Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0,25' can be expected in restraints under 16". For larger sizes, movement of approximately 0.4" may be seen. If this is critical to your application please contact Romac Engineering for additional information. 7-6 August 27, 2007 ROMAC INDUSTRIES, INC. DOMESTIC 1-800-426-9341 NU ,RomaGrip T" and RomaGrip" for PVC (n RomaGripTM for Ductile Iron Pipe I U - a Specifications for the RomaGrip are located on page 7-6. L To Order: Specify catalog number. R DOMESTIC - ROMAGRIP Accessory Pack (RomaGrip, Gasket, Bolts and Nuts) NOM. PIPE CATALOG T- BOLTS WEIGHT LIST PRICE SIZE NUMBER QUANTITY: SIZE (ea.) (ea,) 14" 14" RGAP - D 10: 3/4" x 4'/2" 53# S235.00 16" 16" RGAP - D 12: 3/4" x 41/2" 62# 290.00 18" 18" RGAP - D 12: 3/a" x 41/2' 1 68# 397.00 20" 20" RGAP - D 14: 3/4" x 41/2" 78# 490.00 24" 24" RGAP - D 16: 3/4" x 5" 98# 579.00 DOMESTIC - ROMAGRIP (RomaGrip ONLY) NOM. PIPE SIZE CATALOG NUMBER T- BOLTS WEIGHT LIST PRICE QUANTITY: SIZE 14" 14" RG -D - 41# $174.00 16" 16" RG -D 49# 238.00 18" 18" RG -D 56# 342.00 20" 20" RG -D 64# 430.00 24" 24" RG -D 81# 1 515.00 H U RomaGripTM for PVC Pipe Specifications for a RomaGrip are located on page 7-6. �. To Order: Sp ify catalog number. a. DOMES C - ROMAGRIP for PVC Acc9tsory Pack (RomaGrip for PVC, Gasket, Bolts d Nuts) NOM. PIPE SIZE Or RANGE CATALOG NUMBER T- BOLTS QUANTITY: SIZE WEIGHT LIST P E 14" 15.30 14" RG-PVCAP - Df 10: 3/4' x 41/2' 58# S .00 1 17.40 16" RG-PVCAP -,4 12: 3/." x 41/2" 68# j683.00 " 19.50 18" RG-PVCA - D 12: 3/." x 41/2" 80# 478.00 0" L? 21.60 20" RG-PV - D 14: 3/4" x 41/2" 87# 586.00 24" 25.80 24" RG-P _ AP - D 16: 3/4" x 5" 112# 655.00 DOMESTI - ROMAGRIP for PVC (RomaGrip for CONLY) NOM. PIPE SIZE RANGE CATALOG NUMBER T- BOLTS QUANTITY: SIZE WEI T LIST PRICE ea. 14" 15.30 14" RG-PVC - D - 7# $240.00 16" 17.40 16" RG-PVC - D - 53# 325.00 18" 19.50 18" RG-PVC - D 68# 412.00 20" 21.60 20" RG-PVC - D 72# 508.00 24" 25.80 24" RG-PVC - D - 95# 575.00 Catalog Numbers ending in "D" indicate a RomaGrip manufactured in the US. ASome initial axial movement may occur in lug style restraints as the lugs seat. Move t is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25" can be expected in restraints under 16". For larger sizes, movement of approximately 0.4" may be seen. If this is critical to your application please contact Romac Engineering for additional information. 7-8 0 0 0 T LO 0 Wa� E O O 0 ROMAC INDUSTRIES, INC. INSTALLATION INSTRUCTIONS Read installation instructions first before installing. Check parts to ensure that no damage has occurred during transit and that no parts are missing. Also check the diameter of the pipe and the range marked on the restrainer to ensure you have the proper size. Style RomaGripMechanical Joint Retainer <FN> FOR DUCTILE IRON PIPE 3%48" & FOR STEEL PIPE 3"-11" (with transition gasket and minimum thickness schedule 40) ° Model UL Listed I <FM> Approved RomaGrip RomaGrip RomaGrip Pipe Type DI DI DI Pipe Size, in. 3 —16 18 - 24 3 - 12 Rated Pressure, psi. 350 250 175 NOTE: Romac endorses the use of the RomaGrip fitting for use on steel pipe with a minimum thickness of Schedule 40 pipe. This application is not UL Listed or <FM> Approved. NOTE: Not for use on polyethylene pipe, plain end mechanical joint fittings or PVC pipe. Step 1 - Check the parts to insure that no damage has occurred during transit and that no parts are missing. Step 2 - Clean pipe end for a distance of at least 2" past where the gland will sit. Step 3 - Check area where gasket will seat to make sure there are no dents, projections, gouges, etc., that will interfere with the gasket seal. Step 4 - Place gland on pipe. Step 5 - Lubricate the gasket and pipe surface with soapy water or other suitable gasket lubricant. tep 6 - Stretch gasket over pipe ith beveled edge toward the bell. Step 7 - Insert pipe in mechanical joint fitting and insert bolts. Step 8 - Tighten T-bolts ev, alternating to diametrically oppc positions at approximately 20 ft increments to the recommende torque for your size RomaGrip. Recommended Torque: 3" RomaGrip: 45-65 ft-Ibs. 4 - 24" RomaGrip: 75 - 90 ft-Ibs. 30 & 36" RomaGrip: 100 - 120 ft-Ibs. 42 & 48" RomaGrip: 120 - 150 ft-Ibs. Note: 90 ft-Ibs. torque = 12" wrench w/90 Ibs. force For best results, wait 10 minutes and retighten bolts to proper torque. Step 9 - Tighten the restrainer bolts until the restraining pads touch the surface 000 of the pipe. The bolts should be tight- ened in a uniform criss- cross pattern, until the heads break off above _ the notch. O m 21919 20th Avenue SE - Suite 100 - Bothell, WA 98021 - Phone (425) 951-6200 - 1-800-426-9341 - Fax (425) 951-6201 ROMAC INDUSTRIES, O INC. V INSTALLATION INSTRUCTIONS Style RomaGrip Mechanical Joint Retainer FOR DUCTILE IRON PIPE 3"- 48" & FOR STEEL PIPE 3"-12" (with transition gasket and minimum thickness schedule 40) 1. Check diameter of pipe to make sure you are using the correct size RomaGrip; also check gasket to make sure it is the size you think it is. 2. Be sure to clean pipe of as much dirt and corrosion as possible in the area that the gasket will seal. 3. Lubricate both the gasket and the pipe end with soapy water or approved pipe lubricant per ANSI/AWWA C111/ A.2-.11. 4. hla<e sure no foreign materials lodge between gasket and pipe. 5. Avoid loose fitting wrenches, or wrenches too short to achieve proper torque. 6. Keep threads free of foreign material to allow proper tightening. 7. Take extra care to follow proper bolt tightening procedures and torque recommendations. Bolts are often not tightened enough when a torque wrench is not used. 8. Be sure that the gland is centered around the pipe. 9. Pressure test for leaks before backfilling. 10. Backfill and compact carefully around pipe and fittings. 11. Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.25" can be expected in restraints under 16". For larger sizes, movement of approximately 0.4" may be seen. If this is critical to your application please contact Romac Engineering for additional information. 1. T-Bolts are not tightened to the proper torque. 2. Rocks or debris between pipe and gasket. 3. Dirt or debris between pipe and restraining pad. 4. Dirt on threads of bolts or nuts. 5. Restraining bolt heads not snapped off. 6. Nct enough pipe inserted into bell. 7. Nat using a transition gasket when using the RomaGrip on IPS size steel pipe. 8. Using the RomaGrip on IPS size steel pipe with wall thickness thinner than schedule 40 steel pipe. IF RESTRAINER MUST BE REMOVED 1. Make sure pipe is not pressurized. Removing the restrainer could cause the pipe joint to separate. 2. To remove the RomaGrip restrainer, use a 5/8" hex wrench or socket. 3. To eassemble, follow installation procedures. For 3-24" tighten the restraining bolts using a 5/8" hex wrench to 75 ft-Ibs. minimum. For 30 - 48" tighten the restraining bolts using 15he" hex wrench to 110 - 135 ft-Ibs. 21919 20th Avenue SE • Suite 100 • Bothell, WA 98021 - Phone (425) 951-6200 - 1-800-426-9341 - Fax (425) 951-6201 El 13c� F VAO 2" THROUGH 12" Model 2639/2640 20, 21I2", 3", 4", 6", $", ICr, & 12" AWWA C-509 250 PSI UIFNi Approved 200 PSI NSF61 Approved Full Woter way C-R Looted 10 Yeor Limited Worrenty s ond the Definitive Standord In 1975 Clow recognized the increased requirements and escalating maintenance cost of water systems in the United States. Clow responded by introducing the first R/W (Resilient Wedge) Valve in America. This introduction revolutionized the valve market in the U.S. Clow is the first to introduce and still leads in the Design and Technology of the Bubble - Tight Resilient Seating Valve. The Clow Valve with its unique features and benefits is the first to be manufactured with both AWWA and ULFM Approval for all water system requirements. RECOMMENDED SPECIFICATIONS FOR RESILIENT WEDGE GATE VALVES CLOW VALVE COMPANY Valves shall conform to the latest revision of AWWA Standard C-509 covering resilient seated gate valves and be approved by ULFM. The valves shall be either non -rising stem or rising stem, opening by turning stem left or right and provided with 2' square operating nut or handwheel with the word Open and an Arrow cast in the metal to indicate direction to open. The wedge shall be of cast iron completely encapsulated with rubber. The sealing rubber shall be permanently bonded to the cast iron wedge to meet ASTM tests for rubber metal bond ASTM D429. Valves shall be supplied with o-ring seals at all joints. No flat gaskets allowed Stems for NRS assemblies shall be cast bronze with integral collars in full compliance with AWWA. OS & Y stems shall be bronze. The NRS stem stuffing box shall be the o-ring seal type with two o-rings located above thrust collar and one o-ring below. The two o-rings above the thrust collar shall be replaceable with valve fully open and subjected to full rated working pressure. There shall be two low torque thrust bearings located above and below the thrust collar. The stem nut shall be independent of the wedge and shall be made of solid bronze. There shall be a smooth, unobstructed waterway free of all pockets, cavities and depressions in the seat area. The body and bonnet shall be coated with fusion bonded epoxy both interior and exterior, complying with AWWA C550 and be NSF 61 approved. Each valve shall have maker's name, pressure rating and year in which manufactured cast on the body. Prior to shipment from factory, each valve shall be tested by hydrostatic pressure equal to requirement for both AWWA (twice the specified working pressure) and 400 PSI ULFM requirements. Features and Benefits DELRIN THRUST BEARINGS ABOVE AND BELOW THE THRUST COLLAR REDUCE FRICTION AND MINIMIZE OPERATING TORQUES. ELECTRO-PLATED NUTS AND BOLTS PROVIDE LONG -LIFE CORROSION PROTECTION, 1 LONG, TROUBLE FREE LIFE WITH HIGH STRENGTH, NON -CORRO- SIVE BRONZE STEM AND STEM NUT. 100% COATED WEDGE ENSURES BUBBLE -TIGHT SEAL EVERY TIME UP TO 250 PSI. WITH TWIN SEAL DESIGN. SMOOTH, UNOBSTRUCTED WATERWAY IS FREE OF POCKETS, CAVRIES, AND DEPRESSIONS ALLOWING FOR MINIMAL FLOW LOSS AND LOWER PUMPING COSTS. ALL VALVES ACCEPT FULL SIZE TAPPING CUTTER. TWO O-RING SEALS ARE REPLACEABLE WITH THE VALVE FULLY OPEN AND SUBJECTED TO FULL -RATED WORKING PRESSURE. ALL VALVES ARE RATED AT 250 PSI FOR AWWA SERVICE AND 200 PSI FOR ULFM SERVICE. ALL VALVES ARE HYDROSTATICALLY TESTED TO 500 PSI. O-RING SEALS AT STUFFING BOX AND BONNET TO BODY FLANGES TO ENSURE THE BEST POSSIBLE SEAL. NO FLAT GASKETS. CLOW CORROSION RESISTANT FUSION - BONDED EPDXY COATING, CONFORM- ING TO AWWA C-560 AND NSF61 AP- PROVED, PROTECTS BOTH INSIDE AND OUTSIDE OF VALVE. PADS ON THE BOTTOM OF ALLVALVES KEEPVALVE IN UPRIGHT POSITION FOR EASIER STORAGE AND PROTECTION FROM THE ELEMENTS. • • s , Gr e trG ` x � �eaMMMM 1375 tvlagndia Avenue Corona, CaMornla 92879 c Phen,L. 9 1-735.5555 Fox 951-735-0837 A Dv:s*t of MOVane rncorpaOta4 ?•1/a - - 4-3/A m - to to a 9,10 12-1/2 17 B i0.1/2 MI/2 is ib3/t la+lh 2##/2 1B it•3/ 14-114 31.1/2 !B 12•3/ : is 77=JlA 902 South 2nd Stte©t�`` Oskaloosa, Iowa 52577 Phony 641-673-8611 Fox 641.673-8269 www ClOWYO G Com 134ce =�Vom 40 00, 14"-24" R/W VALVE AWWA SERVICE Performance Information J CLOW VALVE COMPANY MODEL 263E 1. Valve complies with AWWA C515 specs where applicable. 2. Valve is rated at 200 psi working pressure. 3. Valve is bubble -tight at all pressures up to full rated pressure (200 psi). 4. Valve is capable of bubble -tight seal at twice the rate pressure (400 psi) for short periods of time. 5. Valve has been subjected to torques 150 percent of the designated minimum required torques. 6. Valve has been cycle tested 5,000 times without loss of bubble -tight seal. 7. Rubber to iron bond on wedge is inspected for strength as per ASTM D 429 specification. R/W RESILIENT WEDGE GATE VALVE Product Analysis 1i CLOW VALVE COMPANY MODEL 2638 Features Benefits No leakage —no loss of water Bubble Tight Closure at 250 psi (2"-12") 200 psi (14"-24") (AWWASERVICE) Smooth, Unobstructed Waterway High flow characteristics • 100% smooth passage without turbulent flow • No sediment built-up • Will not impede travel of line cleaning tools Only Three Internal Parts Vrtually maintenance free No Seat Rings Nothing to be damaged by scoring Delrin" Anti -Friction Thrust Bearing • Operating torque to close and open held to absolute minimum Solid, Bronze Stem Nut and High • No corrosion Strength Bronze Stem • Trouble -free service Stem Nut is Self Centering • Eliminates possible stress on stem and wedge Two "0" Ring Seals Above Stem • Can be replaced with valve in service Thrust Collar High Strength Iron Wedge Fully • Trouble -free service with minimum Encapsulated with Rubber maintenance Permanently Bonded to Metal. • No leaks —no wear Wedge Design Incorporates Two Seating Surfaces. 'DuPont Tradmark Complies with applicable requirements of AWWA C515 14"-16" R/w VALVE NRS ASSEMBLY MATERIAL LIST U CLOW VALVE COMPANY MODEL 2638 ITEM DESCRIPTION MATERIAL ASTM SPEC. 1 HEX HEAD BOLTS ZINC PLATED STEEL ASTM A307 GRADE B 2 FLAT WASHERS ZINC PLATED STEEL ASTM A307 GRADE B 3 OPERATING NUT OR HANDWHEEL CAST IRON ASTM Al2E CUSS B a HEX HEAD SOLTS&NUTS ZINC PLATED STEEL ASTM A307 OWE B 5 FOLLOWER PLATE DUCTILE E93N ASTM ASM OR. 6445.12 BONNET BUSHING BRONZE AST STEM BRONZE AST HEX HEAD SOLTS&NUTS ZWC PLATED STEEL AST COVER DUCTILE IRON AST COVER WUNG BONA-N STEM NUT BRONZE AST WEDGE DUCTILE IRON I SSR AST BODY -ALL TYPES DUCTILE IRON AST WEDGE PROTECTOR CAP-W-THRU 2N' DEL.R IN ...... Complies with applicable 14°-16° R/W VALVE MJ ENDS requirements of AWWA C515 I GENERAL DIMENSION A CLOW VALVE COMPANY I MODEL 2638 F-6100 A-21.11 VALVE SIZE A B C D E F G H 14 17 8.5 3.5 20.25 37.75 10-'/< 18 14'/+ 16 17 8.5 3.5 22.5 37.75 12-3/4 18 16'/4 Complies with applicable requirements of AWWA C515 14"-16" R/W VALVE FLANGE X MJ ENDS GENERAL DWENSION CLOW VALVE COMPANY I MODEL 2638 F-6106 H— Flange Ends per ANSI B16.1 J— MJ End per A21.1 VALVE A i B C D E F G J- H J i K 14 17 8.5 3.5 20.25 21 ! 1.38 1 37.75 j 12-1 18 16 I 16.5 8.5 1 3.5 22.5 23.5 1.50 1 37.75 16�-12 �. 18 �A • EAST JORDAN IRON WORKS, INC. ojW4FCo 13/ 16" [21 mm]� ®®� WATER CL 35B 366952 P.O. BOX 439 EAST JORDAN, MI. 49727 1-8231-5 6-44 FAX 231-536-4458 DRAWN TCL DATE 04/18/06 �® \ t)E vSP MO/DAY/YR X APPROVED DATE VALVE BOX IN COVER PLAN VIEW \-1 " RAISED FLAT FACE PRODUCT NO. GOTHIC LETTERING BOTTOM (RECESSED) 00366952 VIEW CATALOG NO. 0 8 3669A 1 [203mm] [25mm] REF. PRODUCT DRAWING 6 3/4" 00366942 SLD. [171 mm] 2 3/4" EST. WT. [70mm] COVER: 11 LBS 5kg 9/ 1 6" OPEN AREA [14mm] "/A MAT'L SPEC. 5/ 16 COVER ASTM GRAY 8C I OL35B [8mm] 5 1 /2" [140mm] LOAD RATING SECTION VIEW HEAVY DUTY r 'ARTING TOP VIEW 1" [25mm 15/16" [24mm] 3/4" [19mm] SIDE VIEW 18" [457mm] 0 6 5/8" [ 1 68mm] EAST JORDAN IRON WORKS, INC. P.O. BOX 439 EAST JORDAN, MI. 49727 1-800-874-4100 FAX 231-536-4458 DRAWN DATE TCL 12/11/04 APPROVED DATE 18" VALVE BOX TOP SECTION PRODUCT NO. 00366918 CATALOG NO. 366918T REF. PRODUCT DRAWING 00366918 EST. WT. VLV B TOP: 34 LBS 15kg 0 7" [178mm] 0 6 1 /8" [156mm] 0 7 1 /8" 0 9 1 /8" [181 mm] [232mm] OPEN AREA N/A MAT'L SPEC. VLV B TOP - GRAY IRON 0 8„ 1 /2" Il ASTM A48 CL35B [203mm] [13mmj-�' 5 3/4" 1 1 /4 146mm] LOAD RATING [32mm] ' SECTION VIEW HEAVY DUTY O FIRE PROTECTION Designed and built to provide unsurpassed fire protection, 4 the Clow Medallion is clearly a step in front. Utilizing com- puter developed data, Clow engineers painstakingly sculpted interior surfaces to provide the smoothest possible waterway, resulting in the lowest possible loss of head through the hydrant. The result? More water to the nozzles faster, With the Clow Medallion, it's performance that counts, MAINTENANCE While providing fire protection is a hydrant's primary func- tion, ease of maintenance and repair are valid concerns of maintenance crews, Extraordinary steps were taken to ensure that the Clow Medallion can be routinely serviced and repaired easily, All working parts are readily accessible from the top of the hydrant. iO-YEAR LIMITED WARRANTY The Medallion equals or exceeds the requirements of the American Water Works Association (AWWA), Also it has been listed by the Underwriters Laboratory (UL) and is approved by Factory Mutual (FM). Structurally and opera- tionally this is clearly a superior Fire Hydrant. It's easy to see why it carries a full 1 0-year limited warranty on materials and workmanship. CLOW VALVE COMPANY 902 South 2nd Street • Oskaloosa, Iowa 52577 Phone 641-673-8611 Fax 641-673-8269 www.clowvalve.com A Division of McWane, Incorporated MOISTURE PROTECTION i Durable cost iron weath� combines with one piec bronze operating nut an o-rings to ensure reliable corrosion -free operation all weather conditions. LUBRICATION RESERVOIR - 0-ring seals keep the oil in a water out. Reservoir may be filled easily without disassem COMPUTER DESIGNED CONTOURS All interior components were individually designed to pro- vide the lowest possible hea= loss -more water -faster. SAFETY STEM COUPLING SYSTEM Breakaway parts shear cleanly below the top of the barrel, preventing nozzle section damage or opening of the main valve. BRONZE TO BRONZE Bronze seat ring threads into bronze drain ring for corrosion - free protection. \ BRONZE UPPER VALVE Computer contoured s means less turbulence - smoother flow COMPRESSION SEATING Nigh durometer rubber v( closes with the water pre for a positive seal. ANTI -FRICTION Thrust bearings above and below the bronze thrust collar provide low -torque operation even at 250 psi working pressure. BONNET SEALS Standard o-rings secure mating flanges and sealing throughout the MEDALLION. All o-rings are dependable and easy to replace, BRONZE NOZZLES Corrosion -resistant, able bronze nozzle seals for water -tigh NUTS & BOLTS Are electroplated long life. s t field -replace - have o-ring connections. to provide DRAIN VALVE Rubber valve facing provides tight, long life seal. Bronze seat ring has 360 degree drain channel. Double ports flush with each use. HYDRANTSHOE Shaped for low turbulence and maximum flow, the shoe is offered in a variety of end connections. LOWER VALVE PLATE Bottoms out in the bottom of the strengthened shoe. Prevents valve from falling below seat ring. PADS Pads on hydrant shoe give large surface areas for standing and blocking hydrant, PRESSURE toss vs. Fc o w a V) v> O w cn L" w Cr a 0 200 400 600 Boo 1000 PLOW (GPM) SEAT REMOVAL WRENCH -A light -weight universal combination tool is used to remove the main valve compo- nents, The bronze seat ring unthreads from the drain ring by engaging the wrench with the upper stem pin. THRUST NUT WRENCH -The wrench fits the thrust nut for easy removal. LUBRICATION -The lubrication reservoir is filled with grease during manufacture. To add lubrication, remove the weather cap and put the lubricant into the reservoir through the opening on the top of the operating nut, or remove operating nut and fill lubrication reservoir with grease or oil, EXTENSION KIT --Contains everything required to extend the stem and barrel. Available in 6' increments, SAFETY -FLANGE REPAIR KIT -Includes safety flange, stem coupling and pins, flange o-rings, all bolts, nuts and hardware to repair a hydrant damaged due to a traffic accident. MAIM VALVE SEAT` REPAIR KIT -Contains two drain valve facings and pins, seat ring o-rings. lower valve plate lock washer, main valve seat, container of lubrication, BONNET REPAIR KIT -Complete with o-rings for the bonnet, stem and thrust nut. Operating nut thrust washers and lubrication, ORDERING INFORMATION When placing orders, requesting quotes or submittals, please furnish the following information: • quantity of hydrants, accessories, and maintenance kits required • size of main valve opening: 411-,) or 51/4 inches • size and nurriber of hose nozzles • size and number of steamer nozzles • hose and pumper nozzle thread specifications • type of inlet connection • depth of trench or bury • direction of cpening • size and shape of operating nut, weather shield and cap nuts • color desired: • town or municipality Det. Qty Description Materiel -q Nut 0 -Ring NBR 2 Nut Thrust Brecrin�)s Delili- Oerat,rg Nut Bronze UrraT Stern Jom Nl,ff Zinc Ploted Ste�-1 Stan SleG-V!�, uppf5 0 Bc,,nzG Upper Stem S;e9ve 0 Ping NBP Upper Stvn CRS M-8 1 Uppei Slam Pin S.fioinTess Steel %1-9 2 &.1fety Ccup!-lg Cotter Pins st;ai'sess Steel !"11- 1 1) 1 Safei-i Stern Coupling Ste" i Tubing M-1 1 2 Sotety 11'uup!ing Pir1r, Stainless Steel IA - 12 1 Lower Stern CRS M-1 3 1 Lowe, Stem Pin sta*Inles's Steel Nl-;5 4 r1rai75 Valve tcidnq Pins Sia.nless M -16 2 Valve P,:,ina R-Unoe, M-'7 1 Uppe-f `.1,-'Ve Piale- Brove I Soot Ring Upper O-Ring NBIR f"', - 19 1 Sie, a t I?i n o Bronze rIA - 20 It Seat Mng Lower O-Rlr;g N BR M 2' 1 Max: V,)Iv(., P,jobe, RuOber M-22 1 Lower Vot, e Pia 1 e [.�,)Ckwash&r Stainless Stee! Lower Valve Plot(,.) Bronze or C,,mI 1,, I Weather Cop Hol,d :)Ovm 'Xrew Zinc Plato -.i Fn-, I V'Veathef Cap Cos- Inv M-27 Thrust Nut B,cr)zrj M28 I Thrust NiA, C-Rung NBR M, -�c� 4 Bclnnl�!t W'Ats 1`11111ts Zinc Plaied SleI 0 1 Cost Iron M, - , 31 2 S "D f""! 'V, .32 1. f-' Cog iron Stain1c.ss Sted NRR lior) Steel tV! - 4 1 1, J,-� OJ&g NBR 1111 .41 2 1 , r-,, I e M-42 'Z 1- J� Coker t N4-43 2 hi, C, "lp ccls:Iron NI-44 I Ziric Steel M-46 8 bo4s 6 Zinc-, Pleat Steel M-47 I f"o"e-, NPP N1-48 1 B,-i—, M-49 2 TO fvI-62 1 Borrf:�, L,,vie, H�D, fjuctilEl' lion M-63 2 Ring nor NBP M -; i Br M-25 M-58 M-26 a—M-27 6— M-28 M-29 M-2 9 M-33 M-46 M-47 M-49 M-46 — M-51 M-51 M-34 M-39 M-35 m -40 M 36 M-41 -37 M-42 M-38 M-4,3 0—M-54 IT'IE. �-M-I M-2 NII-50 Oa--M-3 M-52 v 4!�—M-2 • M-4 M-53 M-5 53 v--M-6 M-8-, M-7 M-9 M-10 M-57 M - 12 M-1 1 M-15 M-161 M- 17 M- 18 M-19 M-20-0 M - 21 M-22-6 M - 2 4 IRn101 F X1aFC-,%-1IFE1[-'_`p . Fire Hydrant shall be manufactured in accordance with AWWA Slandard C502, be listed by Underwriters Laboratorie Inc. and have Factory Mutual Research approval. Fire Hydrant shall be designed for 250 psi working pressure and tested to 500 psi Hydrostatic pressure. 3. Fire Hydr ant shall be backed by manufacturer's 1 O-year limited warranty, .'i. Fire Hydrant shall be dry -top center stem construction hav an O-Ring sealed lubrication reservoir. 6 Fire Hydrant shall be manufactured with operating nut and thrust nit made of bronze, with bearings located both abov and below the thrust collar and with operating nut prote by a cast-iron 'weather shield. Fire Hydrant shall be manufactured with nozzles mechanic( locked into the barrel and having O-Ring pressure seals, Fire Hydrant shall be a "Traffic Model," complete with safet flanges and steel stem coupling. Nozzle section must rotatE 360 degfrees. �ry Fire Hydrant shall be manufactured with a main valve sec ring of bronze threaded into a bronze drain ring. A 360 degree drain channel shall have a minimum of two drain owlets. 9. Fire Hydrant shall have an upper valve plate and two rubber facings ;hat activate the drain ports. 10. Fire Hydrant shall be manufactured with a lower valve plate that bottoms out in the shoe for a maximum opening. 2 i . Fire Hydrant shall be manufactured with a minimum main valve opening of 41/2 or 51/4 inches. l 2. Fire Hydrant shall be the CLOW MEDALLION as manufactured by the Clow Valve Company or approved equal. CLWW VALVE COMPANY 902 South 2nd Street • Oskaloosa. Iowa 52577 Phone 641-673-8611 Fax 641-673-8269 www.clowvalve.com BID ITEM # 0121013 & 014 CONNECTION TO EXISTING NOTES: ALL EXISTING PIPE CONNECTIONS AND O.D. SIZES TO BE VERIFIED BY CONTRACTOR. ROMAC INDUSTRIES, INC. STYLE 501 AND RC 501 REDUCING COUPLING SUBMITTAL INFORMATION AWWA C219 Romac 501 couplings meet the specifications set forth in the AWWA Standard C219 coupling spec. MATERIALS Castings The end rings and center rings are cast from ductile (nodular) iron, meeting or exceeding ASTM A 536. Gaskets Gaskets are made from virgin Styrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D 2000 MBA 710. Other compounds available for petroleum, chemical, or high temperature service. Bolts and Nuts 5/8 inch. High strength low alloy steel trackhead bolts. Steel National coarse rolled thread and heavy hex nuts. meets AWWA C111 composition specifications. Coatings Shop coat applied to cast parts for corrosion protection in transit. PRESSURE When properly installed on a pipe that is within the correct outside diameter range, couplings in the Romac Style 501 line can be used at working pressures up to 250 psi. H SIZES AND RANGES See Catalog. 9/05 Romac Document Number 20-8-0005 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. 15 FASTENERS; 5/8"-11 UNC TRACKHEAD END REQ DUC I i BODY, DUCTILE OD IRON THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION AND IS THE PROPERTY OF ROMAC IND.. INC. IT'S TO BE USED ONLY FOR THE PURPOSE FOR WHICH IT'S SUBMITTED AND SHALL NOT HAVE ITS INFORMATION DISCLOSED OR REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE WITHOUT PRIOR WRITTEN PERMISSION OF ROMAC IND., INC. YNll68 JIwlPYasf 6wtC1AEC slow•�REs Y'E pulnu rra MlE vn! wsa Nrola inopersen III Z] Jwl7 ru�Ex•rcE: uE „w P10lCKM:S• NSvenaon 19 API )Pl elGw.a INITIAL RELEASE HED 8/27r92 ROMAC IND. INC.. 501 COUPLINGS, 2"-24" B 1707-A NTS SHEET 1 Of ! BID ITEM # 016 & 017 STEEL ENCASEMENT FOR CROSSING & CASING SPACERS Technical Data Chart Putting the Power Into Your Hands Product & Specification Guide �;_­ Pipe Linepipe Specifications ASTM A531A53M Dimensions ASME 836.10 Product Welded and Seamless Steel Pipe for High and Low Temperature and Pressure Grades A, B Specification ASTM A106 Dimensions ASME B36.10 Product Seamless Carbon Steel Pipe for High Temperature Service Grades A. B, C (Indicates tensile strength and yield point design) Specification API SL Dimensions ASME 636.10 Product Seamless & ERW for conveying Water, Oil, Gas Grades B. X42. X52, X60, Refer API 5L specifcation for others Commercial Pipet Specification AS10741AS1163 Structural Pipe Dimensions AS1163 Product Circular Steel Hollow Sections Grade C250lC350 -tongs Iding Specification ASTM A234IA234M Fitting (Moderate and High Temperature Service) Dimensions ASME 816.9 & ASME 816.28 Product Elbows, Return Bends, Tees, Crosses, Reducers, End Caps Grade WPB High Pressure Fittings Specification ASTM A105 imensions ASME 1318.11 P uct Elbows, Tees, Couplings, ions. Hex Nipples, Hex Plugs. Bushes & er reducing fittings. Threatl Outlets, et Outlets, Weld Outlets. Pipe Nipples rade Forged Steel Flange Flange cification A A105fA105M A _ imenrions SME B16.5 roduct Neck, Slip-on, Blind, Socket Weld. Threaded 1.\ Face Rai cc, Flat Face I Bore Pipe Sch le Class 150, 300, 40 . 900, 1500, 2500 (to 600mm only) Grade Carbon Steel cifications AS2129 Dimensions A52129 & BS 4504 Application Slip-on, Blind "Table" Flanges Face Flat Face Bore To suit Pipe & Tube OD Table D, E. F and H and DIN 16 Specification ULFM Product Couplings: Lightweight & Rigid, Tees, Elbows, Caps, Mechanical Tees. Concentric Reducers. Reducing Couplings, Grooved Butterfly, Gate & Check Valves Finish Painted & Galvanised Putting the Povvi� Into Vou r Hands CARBON STEEL LINEPIPE • DIMENSIONS & WEIGHTS 21 CARBON STEEL LINEPIPE WEIGHTS „ Nominal size. OD Welded & Seamless carbon Steel Pipe to ASME B36.10M All Weights are in kg/m A Schedule DN NPS j t frMt1 10 20 30� 40 Sid . BO SO , XS 100 120 140 1 160 XXS 6 =3/H-•...•' 10.3 f �' �.. -- C 32 0.37 0.31 0.47 0.47 �' 8 t(4 13.1 0.49 0.54 0.63 j 0.63 0.80 0.80 17.1 0.63 0.70 0.84 j 0.84 .'. j t.10 i t.10 15 :: 1lY 21.3 1.00 1.12 1.27 1.27 ! 1.62 1.62 195 2.55 20 26.7 1.28 1.44 1.69 i 1.69 2.20 2.20 2.90 3.64 25 d ,' 33.4 2.09 2.18 2.50 2.50 3.24 3.24 4.24 5.45 32 r11(f 42.2 2.70 2.87 3.39 j 3.39 j j 4.47 4.47 5.61 7.77 40 t : Pjz 48.3 3.11 3.53 4.05 4.05 ! 5.41 5-41 725 9.56 " SO `--.! 60.3 3.93 4.48 5.44 ! 5.41 U8 Z4H 11.11 13.44 65 73.0 5.26 8.04 8.63 8.63 11.41 11.41 14.92 20.39 80 88.9 6.45 9.92 11.29 11.29 15.27 15.27 21.35 2767 90 101.6 UO 11.41 13.57 13.57 18.63 18.63 Y 100 114.3 8.36 12.91 j 16.07 ' 16.07 22.32 22.31 28.32 33.54 41.03 125 - 141.3 I 11.57 21.77 21.77 30.97 30.97 40.28 49.71 ! 5743 . 150 6 '-- 168.3 13.84 28.26 2826 42.56 42.56 54.20 ! 6756 79.22 200 8 219.1 19.96 33.31 36.81 42.55 4255 53.08 64.65 64.64 ! 75.92 90.44 100.92 111.27 10792 250 i ,.10 273.1 2778 41.77 51.03 60.31 60.31 81.55 96.01 81.55 ! 114.75 ',, 133.06 155.15 172.33 155A5 300 "� 12 323.9 36.00 4933 65.20 79.73 73.88 108.96 132.08 186.97 159.91 186.97 208.14 238.76 186.97 350 14 355.6 54.59 67.90 81.33 94.55 81.33 126.70 ' 158.10 107.10 ! 194.96 224.65 253.56 281.70 400 16 406.4 62.64 7783 93.27 123.50 9327 160.12 203.53 { 123.30 245.56 286.64 333.19 365.35 ' .450 18 457 70.57 8771 122.38 155.80 105.16 205.74 254.55 139.15 309.62 363.56 408.26 459.37 500 20 508 78.55 111.15 155.12 183.42 11715 � 247.83 ! 311.17 I 155.12 1381.53 1441.49 508.11 564.81 550 22 559 86.54 129.13 171.09 129.13 294.25 373.83 171.09 1 451.42 '!, 527.05 600.63 67226 j 600 n:T4 t,� 610 94.53 141.12 209.64 255.41 141.12 j 355.26 442.08 187.06 1 547.71 j 640.03 720.15 808.22 650 '26 660 12736 202.72 ! 152.87 202.72 1I I 700 i 28 711 13732 218.69 271.21 i 164.85 j � i ! 218.69 I 750 30 762 14728 234.67 292.18 176.84 , i i 234.67 800 '-32-: 813 157.24 250.64 312.15 342.91 188.82 ; 250.64 850 " 34 854 16720 256.61 332.12 364.90 ! 200.31 ! 266.61 900 i 36 914 176.96 282.27 351.70 420.42 1 212.56 ' 950 1 38 965 224.54 I I 298.24 1000 40 - 1016 1 236.53 314.22 1050 42 1067 248.52 i j j 330.19 i 1100 -- 44 1118 260.50 I 346.16 1150 46 1168 ' 272.25 I I ! 351.82 j 1200 1219 284.24 i I j 377.79 Note: All weights are theoretical and approximate Calclode Gm Woterworki Mfg. "The Standard of Excellence in the Industry" e ALL STAINLESS STEEL CASING SPACERS bo _) 2007 Cascade'CdAfemorks Mfg The CASCADE Casing Spacer system replaces the old method of banding wooden skids to the car- rier pipe with steel straps. Compare CASCADE'S method with the obsolete one. In addition to the typ- ical positioning design shown on this page, CASCADE has also developed designs for: CASCADE All stainless Steel Casing Spacers are the state of the art system for inserting pipes within pipes. The old method of strapping on and greasing wood- en skids is obsolete. Compare CASCADE'S system with the anti- quated wooden skids... WHY CASCADE? • Placing multiple carriers within one casing • Positioning thermally insulated pipe without damage to insulation • Centering small carriers within large casings • Positioning gravity sewer to on grade requirements CASCADE FEATURES • Lowest coefficient of friction in the industry — easy to push • High corrosion resistance — eliminate backfill • Dielectric insulator — cathodic protection • Design flexibility — position carrier positively • Simple to use — trouble free insertion CASCADE ALL STAINLESS WOODEN SKIDS AND STEEL CASING SPACERS STRAPS • Easily attached by a single person. • No special tools needed. • Slide into casing with minimum pushing force. Low coefficient of friction lets runners glide over rough spots insuring trouble free insertion. Lowest Coefficient of Friction in the Industry. • High Corrosion ResJstanoe - 100% chemically passivated; Dielectrically insulates carrier and holds securely without any backfill. • No Backfill - Lowers con- struction costs and allows for future access. EXPERIENCE CASCADE IS THE LEADER in casing spacers for the water and sewer industry with literally thousands of successful installations across the nation. CASCADE has worked with every type of pipe used in water and sewer systems. New chal- lenges are welcome, but chances are if it is a water or sewer application - we've already done it. • Require at least two sets of hands to attach. Cumbersome, time consum- ing, greasy. Notching and banding tools needed. • Hard to push. Catch on weld beads. Carrier rotates. Joints are destabilized. Binding can break straps or skids, making removal and reinsertion nec- essary. • Corrodes. Requires backfill to insure long term stability. Allows bacteria to concen- trate. • Backfill of sand, gravel, or grout is expensive and makes future access difficult or impossible. QUALITY CASCADE is the leader in quality as well as expe- rience from the liner to the runner - inside to out - there is no corner cutting. Each component material was carefully selected so that the prod- uct would be top notch - the best available. Imitators make cheaper products - not equal products. BASIC POSITIONS standard: assists iww tlon and camas slip pintbegs at least .75" off cas- hg wag. Maintains dielectric issulation. No restraint against movement such as floatation or surge pressure bucking. Centered & Restrained: Posdiorss carver in center of casing. Provides restraint against movement. Best for mechanically restrained pipe joints. Restrained: Keeps carrier at Multiple & Restrained: bottom of casing while restraining Reduces bores under highway. aganst movement. CASING SPACER PLACEMENT DIAGRAM SPECIFYING SPACER WIDTH & PLACEMENT INTERVALS When deciding the width and placement inter- vals of CASCADE spacers, the main concerns are pipe stiffness, joint stability, height of separa- tion between carrier and casing, and live load. Generally, stiffer pipe can be supported ade- quately at greater intervals than more flexible pipe. Casing pipes have deflections, ridges, or otherwise uneven surfaces. Care should be taken to maintain joint stability during, as well as after, installation. Unless special circumstances exist, CASCADE recommends 8" wide spacers at 10' intervals on sizes up to 48" pipe. Pipes over 48" O.D. should be supported with 12" wide spacers. For ductile iron carrier pipes, 10' intervals are the adequate through 60" O.D. For steel carrier pipes, 8' intervals are adequate through 60" O.D. For 24" and larger pipe with the separation between carrier and casing greater than 5 inch- es, 6' intervals and/or 12" wide spacers should be considered. 1 7YIUAL 51 ttL/U.I. CARRIER TYPICAL PLASTIC CARRIER All variations of PVC pipes (sewer, C-900 and thinner wall PVC) need support at closer inter- vals and should be supported every 6'. Polyethylene pipes vary widely in the interval required and depends on the wall thickness and the maximum allowable deflection between sup- ports. The pipe manufacturer should be consult- ed if intervals longer than 6' are desired. Concrete and prestressed concrete cylinder pipe require shorter intervals. Always use Model CCS-ER Spacers. In all instances, a spacer should be placed so as to support the carrier within 2' of the end of the casing pipe. Please consult Cascade if there are any special conditions or if any questions arise. For multiple pipe Casing Spacers, consult factory. RUNNER TMATERIAL SPECIFICATIONS SHELL - Minimum 14 gauge T-304 stainless steel. All surfaces are RISER fully chemically passivated. Flanges are ribbed for strength. RISERS - Max 10 ga. T-304 stainless steel, reinforced 6" and over RIBBED height. FASTENERS- 5/16-18 T-304 stainless steel LINER- PVC - .090 thick, 85-90 durometer (ASTM D1706-61T) - 80 Max constant operating temperature -150°F (64°C) Electrical properties - (ASTM - D149-61) 1380 Wmin. Resistance: Salt Spray (ASTM - 13117) - Excelent LINER Acids - Good RUNNERS- Ultra High Molecular Weight Polyethylene Low coefficient of friction SHELL High resistance to abrasion and sliding wear Toughness under impact Low deflection under compression Dielectric insulation TYPICAL DATA - RUNNERS ELECTRICAL PROPERTY ASTM METHOD UNITS VALUE PROPERTIES ASTM METHOD UNITS VALUE_ Specific Gravity D-792 gm/oc .934 Dielectric Constant D-150 — 2.3 Tensile Strength (Break) D-638 PSI 3500 Dissipation Factor Elongation (Break) D-638 % 380 60 cycles to 10 6 cycles D-150 — <.05 x 10' Izod Impact D-256 ft4x/in. of NO Volume ResistivitytiI23-c D-257 ohm,cm >10'0 notch BREAK Surface Resistivity D-257 ohm >101, Hardness D-2240 Shore D 67 Dielectric strength D-148 KV/CM 900 Coefficient of Friction D-1894 — .11-.13 ABRASION Heat Distortion Temp. 66PSI D-648 C 88 CHARACTERISTICS Coefficient of Thermal Taber Abrasion D-1044 Mg/loss Nil Expansion D-696 F-' 2 X Ur Sand Slurry` 7 ` Sand Shrry cwncd'tfon - 7 hogs in one part water at 1725 RPM. Carbon Steel =100. UHMW 19W = 15. Lower value more resistant to abrasion. EXAMPLES 1) Carrier - 12" DIP or C-900 PVC 2) Carrier - 48" Steel 3) Carrier - 6" SCH 40 PVC Casing - 24" Steel - .375 wall Casing - 66" concrete Casing -16" Steel .25" wall Spacer Width - 8" Spacer width -12" Spacer width - 8" Configuration - Centered Configuration - Restrained Configuration - Standard CCS - 1320-8 / C23.25 CTR CCS - 4800-12 / C66 RES CCS - 663-8 / C15.5 STD RISER/RUNNER HEIGHTS FOR STANDARD SPACERS • 2" Height through 10" pipe size. 2 1 Height through 48" pipe size. WHEN ORDERING CASING SPACERS, PLEASE 3" through 64" pipe HAVE THE FOLLOWING INFORMATION AT HAND: NUMBER OF RISER / RUNNERS REQUIRED FOR STANDARD SPACERS 4 Runners through 24" pipe size 6 Runners through 36" pipe size 8 Runners through 48" pipe size CASCADE provides drawings for approval on ail special applications. • Job Name/Engineer's Name • Type and O.D. of carrier pipe • Type of joint • Type and I.D. of casing pipe • Length of casing or quantity of spacers needed • Configuration Requirement: Standard, Centered, or Restrained; any special installation requirements STYLE CCS - CASING SPACERS Casing spacer shall be a two-piece shell per carrier pipe and made from T-304 stainless steel of a minimum 14 gauge thickness. Each shell section shall be lined with a 0.090" thick, ribbed PVC extrusion with a retaining section that overlaps the edges of the shell and prevents slip- page. Bearing surfaces (runners) shall be ultra high molecular weight polyethylene (UHMW) to provide abrasion resistance and a low coefficient of friction (0.12). The runners shall be attached to support structures (risers) at appropriate positions to properly support the carrier pipe within the casing pipe and to ease installation. The runners shall be mechanically bolted to the riser. The bolt heads are welded to the inside of the risers for strength. Risers shall be made of T-304 stainless steel of a maximum 10 gauge. All risers shall be MIG welded to the shell. Bottom risers 6" and over in height shall be rein- forced. All reinforcing plates shall be 10 ga. T 304 stainless steel and shall be MIG welded to mating parts. Standard positioning within the casing pipe shall be sized such that the carrier rests near the bottom of the casing pipe and the height of the risers and runners are to provide a bottom clearance not less than one- half inch between the casing pipe and the extreme outside diameter of the joint (bell, seam weld, joint clamp, ...) of the carrier pipe. STYLE CCES CASING END SEALS RUBBER SEAL E ,.s i STAINLESS STEEL BAND Centered & Restrained positioning within the casing pipe shall be sized such that the height of the risers and runners are to center the carrier pipe in the casing pipe with a top clearance of three -fourths inch minimum. Restrained positioning within the casing pipe shall be sized such that the carrier rests near the bottom of the casing pipe and the height of the risers and runners are to provide a bottom clearance not less than one-half inch between the casing pipe and the extreme outside diameter of the joint (bell, seam weld, joint clamp, ...) of the carrier pipe and a top clearance of three -fourths inch minimum. Multiple Carrier pipes within the casing pipe shall be sized such that the carrier pipes are held at fixed distances relative to each other, with the height of the risers and runners to provide not less than three -fourths inch between the casing pipe and the outside diameter of the riser/runner combinations. Special reinforcing plates may be required to stabilize and support structure. All welds and metal surfaces shall be chemically passivated. Due to the numerous application possibilities, consult factory for spacing requirements. Casing spacers shall be Model CCS as manu- factured by Cascade Waterworks Mfg. Co. of Yorkville, IL or approved equal. CASCADE Model CCES End Seals pull over the casing and car- rier pipes after installation to provide a barrier to backfill debris and seepage. MATERIAL SPECIFICATIONS: SEAL - Neoprene - Other compounds available BANDS - T-304 Stainless Steel w Cascade's Runners can be replaced in the field if bore is offgrade or instal- lation is not to design. REINFORCED RISER �! Amok ®® NORTHWEST LININGS & GEOTEXTILE PRODUCTS, Inc. 21000 77th AVE. SOUTH KENT, WA 98031 FAX 2 3-872 FAX 253-872-0245 S� Ultra-DrainGuard® Keep Sediment And Other Pollutants From Entering The Water System With Ultra -Drain Guard Catch Basin Inserts • Stormwater pollution has become a major concern both locally and on a national level. Ultra-DrainGuards remove waste from stormwater before it can become a problem in the water system. • Helps comply with NPDES, 40 CFR 122.26 (1999) when used as Best Management Practice in Storm Water Pollution Prevention Plans. • Designed for practical use in: o Industrial Facilities - keep oil and other contaminants from entering storm drains. o Construction Sites - capture eroded soil and wind-blown debris. o Parking Lots, "Drive -Up" Retail Facilities - selected geotextiles collect oil, fuel and other contaminants that drip from cars. • Oil & Sediment Model (Part # 9217)— removes up to .87 gallons of hydrocarbons as well as dirt, sand and other contaminants. • Oil & Sediment Plus Model (Part # 9219)— the addition of X-Tex filter strips increases oil and grease absorption by .51 gallons, offering a total capacity of 1.38 gallons of hydrocarbon removal. • Trash & Debris Model (Part # 9227) —designed specifically to catch larger items and floatables like leaves, cigarette butts and paper goods. ULTRA-DRAINGUARD Oil & Sediment Model Oil -& Sediment Plus Model Part# 9217, 48"L x 36"W x 18"H Part# 9219, 48"L x 36"W x 18"H Weight: 1 lbs. Weight: 2 lbs. Performance - Oil: Up to .87 gallons Sediment: Up to 40 lbs. I Performance - Oil: Up to 1.38 gallons Sediment: Up to 40 lbs. * The total water flow rate through the insert in new condition is in excess of 500 gpm. The bypass rate is approximately 700 gpm. Trash & Debris Model Part# 9227 (I -Pack) Dimensions: 48"L x 36"W x 18"H Weight: 1 lbs. Performance - 1 cu. ft. (before reaching bypass ports) Options: PopUp Capacity Indicator (Part# 9236), Grate Lifter (Part# 9234), Grate Hook (Part# 9235), Retainers (Part# 9237 or 9238) Compliance: 40 CFR 122.26 U.S. Patent No. 5,372,714; 5,575,925 . I h ®® NORTHWEST LININGS & GEOTEXTILE PRODUCTS, Inc. 21000 77th AVE. SOUTH KENT, WA 98031 253-872-0244 FAX 253-872-0245 Ultra-DrainGuard@ Specifications Minimum Average Fabric Values Material: Non -woven, Polypropylene Size Dimensions: 48" L x 36" Geotextile W x 18" H Grab Tensile (Ibs) D 4632 11 05 Elongation (%) D 4632 Trapezoid Tear (Ibs) = D 4533 85 Puncture (Ibs) D 4833 130 Mullen Burst (psi) Permittivity (sec-1) D 3786 D 4491 400 . ........ . 1.4 A.O.S. (U.S. sieve no.) / Microns 4"/ -� I L) J, SO/ ISO UV Stability (strenght retained %) 500 hrs I D 4355 j 70 Weight (oz/yd2) (typical) D 5261 ii8 Flow (through material gpm/ft2) D 4491 90 Flow (including bypass gpm) 7=7 0 Flow (including bypass cfs) H 1.7 I * Larger bypass flow rate designs are available 1� HOW EFFECTIVE ARE ULTRA-DRAINGUARDS? See for yourself... The following photos were taken of an actual DrainGuard after being removed. Over 50 lbs. of dirt, sediment and debris was removed. Mznu�ru.srs Ativanood Oomposite Materials, ALnomlotivo grsd Apparel 5peCialty Fabrics, [Use 61ndinp fxloc"It:0 Insulation. Narrow Fabrics, P.V.C. film, Construatfdn, 9urvpy & S&ety Acaessorles • MUTUAL INDUSTRIES INC. MWE 707 W. GRANGE STRIZET. PHILACELPHIA, PA 1 91 20 800 823.0888 215 927-6000 FAX: 215 927-3388 CUSTOMER 5ERVIM WNE MUTUAL MISF 150 SPEC The following are minimum roll values for MuNal MISF 150. It is a woven polypropylene fabric. it Contains stabilizers and inhibitors, that make it resistant to deterioration caused by ultraviolet light, heat and soil conditi)ns. Mutual MISF 150 exceeds most State Department of Transportation Spedfi tions, Grab Tensile Strength lbs ASTM D4632 90 Grab Tensile Elongation % ASTM D4632 15 Mullen Surat Strength lbs ASTM D3786 325 Puncture Strength lbs ASTM D4833 60 Trapezoidal Tear lbs ASTM D4533 75 Apparent Opening U.S. Std Sieve ASTM 04751 50 Flaw Rate/permitivlty gpm/sq. ft. AM D4491 4o UV Resistance after 500hre % Strength ASTM D4355 80 Retained Mutual Mdtsstriess Inc, hereby certifies that our MISIF 150 fabric meets the above minimum average "I values. The values are a result of testing conducted in on -site laboratories at the time of produefion. Quality Assurance Departrnertt knNI 9 Z0 add ONI �1-1-13M Z9M85> 5ZT 9b:0T L00Z/TE/80 BID ITEM # 030 ARCH CULVERT PIPING & RIB PVC PIPE September 6, 2007 "SUBMITTAL" HD Supply Waterworks 1-405 & Benson We, as the manufactures of the culvert pipe and fittings for the above referenced project, Certify that the pipe is manufactured in conformance with specifications ASTM A760/A760M, AASHTO M-36 and M-218 for Galvanized pipe. The materials covered by this submittal are American made with all manufacturing Processes done entirely with the United States of America in accordance with Contract Special Provisions entitled "American Made Materials". MATERIALS TO BE CERTIFIED 54" 12GA CORR. ALUMINIZED STEEL ARCH PIPE (60" X 46") 24" 16GA CORK. ALUMINIZED STEEL PIPE BANDS 24" WIDE 3/8" THICK NEOPRENE GASKETS `" Erica Simmons, Sales ®- r Waterworks Products Ultra-RibT"a Standards Ultra -Rib PVC sewer pipe is manufactured to meet or exceed the requirements of the following; ASTM F794 Specification for Polyvinyl Chloride (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter. Uni-Bell Uni-B-9 Recommended Performance Specification for Polyvinyl Chloride (PVC) Profile Wall gravity Sewer Pipe and Fittings 3ased on Controlled Inside Diameter Nominal Pipe Sizes 4 - 48 inches). 12' - 30' Uftra-Rib meets or acceeds section properties in 1ASHTO Standard Specifications or Highway Bridges Section 18, ;oil -Thermoplastic Pipe Interaction >ystems. "lumbing Codes lltra-Rib conforms with the outhern Building Code Congress itemational's Standard Plumbing :ode and the CABO One and Two smily Dwelling Code according r SBCCI Compliance Report No. 539A. opies of this report ay be obtained )m your sales presentative. [echanical Properties - 30' Ultra -Rib has a minimum pipe ffness (F/ey) of 46 psi, the same SDR 35. Its tough, durable rib sign is capable of withstanding a nimum impact loading of 210 ft-lbs 8' and 220 ft-lbs for 10' through when tested in accordance with TM D2444. Hydraulics The smooth interior wall of Uftra-Rib Provides excellent flow characteristics and resists the build-up of solids. The long length of Uftra-Rib Pipe (13 feet) and the reduced number of required joints yield a Manning flow coefficient of n = .009 under full flow conditions - the lowest resistance of any sanitary sewer or drain pipe. Chemical & Abrasion Resistance The chemical resistance of PVC pipe is legendary. Acids, alkalies, and normally diluted hydrocarbons have no effect on the pipe and its gaskets. Aggressive soil conditions due to sulphates, carbonates or sea water are tolerated easily by Uftra-Rib, as are most industrial effluents and acid rain. PVC pipe has been subject to abrasion tests by several independent laboratories. These tests prove that PVC pipe wig resist abrasion better than concrete and steel pipe. Where abrasive flows are encountered, PVC pipe offers exceptional resistance to wear. PVC's durability ensures that Ultra -Rib will have a long life requiring little maintenance. Your sales representative will be glad to give specific recommendations concerning Uftra-Rib's chemical and abrasion resistance. joint Performance An infiltration rate of less than 50 U.S. gal./inch dia./mile/day can be assured using the Uftra-Rib patented joint design. Catch -basin cave-ins are eliminated because the Ultra - Rib joint will not permit infiltration of fine bedding materials. The manhole adapters supplied with Ultra -Rib are equally tight. Field Cutting and joining Because the ribs are perpendicular to the axis of the pipe, the pipe can be cut between any rib. The rubber gasket can then easily be placed between the second and third ribs and the pipes joined together to form a watertight seal. Gasket material shah meet the requirement of ASTM F477 Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. Dimensions Nominal I Minimum I Approxlmate Pipe Size Inside Dian oter OutsI& Diameter 10 1 9.825 i 11.02 1s 1 14.303 1 16.07 21 i 20.858 i 22M Before assembty, clean and lubricate bed LD. to third rib. tab and gasket profiles for Nustratwe purposes. Actual product may vary. Approximate Minimum Pipe Bel O.D. wan Weight ,inches) Conches) i OW1001 12M 0.0% 350 18.04 0.105 730 Z?.61 &130 1060 26.17 0.160 1450 27 1 26.371 I M14 1 32.85 1 0.205 i 2470 Fittings In -Line Fittings A complete line of fittings is available with Ultra -Rib sealing dimensions - no adapters are required. If the customer chooses to use the standard in -line fittings used with ASTM D3034 SDR35 PVC Sewer Pipe, adapters to Ultra -Rib are available. Use ASTM D3O34 SDR35 PVC Sewer Pipe in 4' or 6' sizes for service laterals. Repair Couplings Sleeve couplings are available for repairs. The sleeve coupling is manufactured to fit the Ultra - Rib outside dimensions and is constructed as a straight sleeve with no stop shoulder. This style coupling will facilitate most repair circumstances. Socket Couplings In the event two spigots need to be joined, socket couplings are available. These couplings are very similar to the sleeve couplings except that they employ a stop shoulder at the center of the coupling. Tapping Saddles While in -line fittings for lateral connections are available, future connections may also be made using the same tee or wye tapping saddle as currently used with SDR35. Quality Control and Testing Procedures Pipe Stiffness (ASTM D2412) Test requirements call for measurements of minimum pipe stiffness at 5%. The minimum pipe stiffness (F/Ay) at 5% deflection shall be 46 psi for sizes 8" - 30" when tested in accordance with ASTM D2412 Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading. Flattening (ASTM F794) Flatten pipe until ID is reduced by 60% of original dimensions. No evidence of splitting, cracking or breaking shall be seen. Impact Resistance (ASTM D2444) A sampling of pipe specimens are periodically taken from the production line and are tested for impact resistance by ASTM Test Method D2444. A 20 pound weight is dropped from specified heights to assure high impact damage resistance. Unlike some PVC profile pipes, Uftra-Rib meets the same impact requirements as SDR35. Extrusion Quality (ASTM D2152) Test distinguishes between unfused and property fused PVC. Ultra -Rib joint Performance (ASTM D3212) The integrity of the gasket and raceway dimensions is tested at 10.8 psi internal pressure and under an internal vacuum of 22 inches of mercury, equivalent to 25 feet of water head pressure, for over 10 minutes to assure that infiltration will not occur under a water table. Short Form Specification Ultra -Rib PVC Gravity Sewer Pipe Sizes 8" - 30" The foliowing guide specification may be used to specify Ultra -Rib PVC pipe for gravity sanitary sewer and storm drain applications. Guide Specification for Ribbed PVC pipe All corrugated pipe shall be seamless profile wall and meet the requirements of ASTM F794 and Uni-Bell Uni-B-9. Pipe shag have a smooth interior with a solid cross - sectional rib exterior. Exterior ribs shag be perpendicular to the axis of the pipe to allow placement of the sealing gasket without additional cutting or machining. The pipe stiffness shall be a minimum of 46 psi when tested at 5% deflection in accordance with ASTM D2412. Pipe shall be green in color. By placing the above paragraph in your standard specification, you specify Ultra -Rib and all of its superior features and benefits. It is made of the finest PVC material, meeting a cell classification of 12454 or 12364 as defined in ASTM D1784. Applicable ASTM Specifications D883 Terminology Relating to Plastics D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlonnated Poly(Vnyf Chloride) (CPVC) Compounds D2152 Test Method for Degree of Fusion of Extruded Poly(Vinyl Chlorine) (PVC) Pipe and Molded Fittings by Acetone Immersion D2321 Practice for Uncerground Installation of Thermoplastic Pipe for Sewers and Other Gravity Flow Applications D2412 Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading D2444 Test Method for Impact Resistance of Thermoplastic Pipe and Fittings by Means of a Tup (Falling Weight) D3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Oastomeric Seals F412 Terminobgy Relating to Plastic Piping Systems F4T7 Specification for Eastomeric Seals (Gaskets) for Joining Plastic Pipe F794 Specificatior for Poty(Vnyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter GENERAL CONTRACTORS WOODWORTH a COMPANY 1200 East D Street / Tacoma, Washington 98421 September 6, 2007 Ceccanti, Inc. 4116 Brookdale Rd. E. Tacoma, WA 98446 RE: Certification for Non -Toxic Material Dear Joshua; Woodworth & Company, Inc. certifies that the recycled material product at our Lakeview facility is neither hazardous nor toxic, per characteristics described in WAC 173-303- 090(8). The material has been sampled in accordance with WAC 173-303-110 and contains no more than 20% asphalt. Copies of test report accompany this certification. Sincerely, Woodworth & Company, Inc. 0)dA ,_s Tim 9hearer Plant Operation Manager W/enc. msuC NAPA 1200 East D Street / Tacoma, Washington 98421 • Tacoma (253) 383-3585 • Seattle (253) 838-9090 • FAX (253) 572-8648 "Industry Leaders Since 1921" Page 1 of 1 Andrew Weygandt - RE: Submittal #8 From: "Josh Helm" <josh@ceccantiinc.com> To: "Andrew Weygandt" <AWeygandt@ci.renton.wa.us> Date: 9/6/2007 10:44 AM Subject: RE: Submittal #8 CC: "Rob Bonnett" <rob@cecc anti inc. com> Sure no problem. Also since I have you thinking on submittals I was going over the WSDOT SPECS and from what I can gather it looks like this material both the 5/8 CSTC and 1 '/< CSBC product from Woodworth meets the requirements for use for both Trench Backfill and Pipe Zone Bedding. If the city is in agreement to use these materials as submitted I would like to have the option to use them in both applications. I will also fax this information to your office to make sure you have it in case there is a fatal error in the PDF file. Have you had a chance to review submittal #7? From: Andrew Weygandt [maiIto: AWeygandt@ci.renton.wa. us] Sent: Thursday, September 06, 2007 10:10 AM To: Josh Helm Subject: Re: Submittal #8 Josh: There is a problem with the PDF file for the certification letter and it will not print. The other files are fine. Could you send me a new PDF of the certification letter? Sorry for the inconvenience. Andrew Weygandt City of Renton PBPW - Water Utilities Renton City Hall - 5th Floor 1055 South Grady Way Renton, WA 98057 P: 425-430-7208 F: 425-430-7241 >>> "Josh Helm" <josh@ceccantiinc.com> 09/06/07 9:44 AM >>> Andrew, During the pre construction meeting there was discussion about using recycled materials for trench backfill. Attached is a submittal for Woodworths recycled 5/8 CSTC product. I have also included the "Certification for Non -Toxic Material' letter and test report. Let us know if this is acceptable for the above indicated application. file:HC:ADocuments%20and°/'020Settings\aeygandt\Local%20Settings\Temp\G W ; 00001. H .. _ 9/6/2007 CONSTRUCTION TESTING LABORATORIES, INC. AGC =" 1202 East I`D" Street, Suite 101, Tacoma, WA 98421 �nA Telephone (253) 383.8778 / Facsimile (253) 383.2231 " """' — Website: www.ctlwa.com CLIENT ��, Woodworth & Company PT' MISC.TESTING - LAKEVIEW RECYCLE PLANT PROJECT = N/A ADDRESS ATTERSERG LIMITS-i r %REp _________---------- BITUMINWS ,- : BINDER REQUIRED-F _CAY %REQ• __________ %SITUMIN-f I %REQ. L_MPS•________, _LT _W_PCE__' - .___ RIASLE PARCLS- %REQ (SPA 2.0)-F -' %REQ ,. DEGRADATION �� : DUST - _ (WSDOT) -1 25 min RATIO - - %REQ • -_________ '_. FINE AGGREGATE_.,'_________ '� FINENEfS : _ - ANGULARITY-i �I %REQ • MODULUS-i_. %REQ FUT•ELONGATED�' _ NiNIIGNITION- _ ,PIECESi %REQ _ _ _ FRINCTUR FRACTURE -i %REQ. :. DOUBLE FACE' NYDROME7ER -i II %REQ __ -__ _--___ ------ t DATE SUBMITTED REPORT NUMBER D.TAUBy D.Detterich (CTL) '°-° BY' D.Detterich (CTL) BY: LAO NUMBER 7-396 NUMBER 1NIA '. i r UAM"IOM- N Grading 'B" - 20.6 % LOSS %REQ - 35 % max i LOOSE UNIT ' WEIGMTy %REQ • PH TEST _. %REQ UQUID YNCOMPACTED 1 1 LIMR(LL)-i %REQ:-VOIDS-i %REQ 1 1 PLASTIC LIMI7(PLI-F XREQ I WT. PER CU ET. %RE_Q 1 1 1 1 _ PLASTCITY _LOOSV- _ - INDEE(PD-F %REQ__ 'Di VOLUME-i %REQ 1 1 SAND EQUIVALENT (fE)%WOOD 77 -- - --------- : I 1 (REF. (REF. METHOD) !I %REQ ',. 40 min. 'WASTE-F %REQ.. 1 1 %OgOANICf - IMPURITY -i _______. REQ .____'_.. %WOOD MOISTURE-F ._ -. %REQ I 1 WT. PECR. %MOISTURES %REQ • RODDEDR_U %REQ' - -%REQ - SOILS) CLASSIFICAn.RN TOTALS TOTALS SIZE SINGLE FACE SIZE DOUBLE ♦REQ %REQ. - FRACTURE XREQ - %REQ - FACE (F F) _ _ -F %REQ. - %REQ - - %REQ. - %REQ - I COARSE AGGREGATE : I FINE ADG RELATE i ;:�. L RESULT(S)STATUS-.- y SPECIFIC APP. SPECIFIC I APP. SPECIFIC GRAVITY (SG) SSD GRAVITY-i fSD -T _ _ _ -GRAVITY y - F OVEN DRY 1 K ABSORPTION OVEN DRY %AStORPRION � REVIEWED.,/APPROVED BY' FIELD REMARKS ___________ -1 LAB REMARKS /LIA -_ NIA ./ EQUIPMENT SET(S) USED '.- TYS 2F '4T 6 & E 0 DATECOMPLETED-i June 28, 2007 ( / pp__ TES.DBY-i J3..'"Ltlenl oUd ,7 C.PederseiVD.Stnith DATE RECD 06 128 / 2007 WORD: DOCUMENT! SOILS AGGREGATE ANALYSIS TEST REPORT PROFILE I F.DeLEON I a: FILE B MAIL DIST. LIST CONSTRUCTION TESTING LABORATORIES, INC. 11 "•'041� 1202 East "D" Street, Suite 101, Tacoma, WA 98421 AGC Telephone (253) 383-8778 / Facsimile (253) 383-2231 Website: www.ct[wa.com SENT ! Woodworth & Company PROJE LAKEVIEW RECYCLE PLANT ...o,En__I N/A ADDREiS CONTRACTOR Client WORB JV/A L -- CDNiRASE _Ci; N/A MIRC1UlRE ;: I: -ptDpt .-DRDERNO.: 'E"") R[WESTER C117, C136, D2419, TP-61, D1557 No Deviation MATE" 15/8" RECYCLED CSTC Lakeview or SAMPLE I L Of SUPPLY SUPPL On site stockpile DATE SUBMITTED ---------- Jun. 25, 2007 ./ A lY — REPORT NUMBER N N'�R 3039 N/A I oRoF0=. N/A "TAIEW ! Jun.19,2007 D.Detterich (CTL) D.Detterich (CTL) 7-396 RY: - NUM.ER NUMBER 'L N/A ni . 'SIEVE- X PA Na SPECIFlCAYIOR- - — I __ - FlLD EREMIARI(S. - - 3/4" 100 1/2" 88.1 100-100 80 — 100 - Y8'T 73.9 - -- 1/4" 56.0 — # 4 146.8 46 — 66 — # 8 33.7 # 10 30.9 # 16 23.9 #40 12.8 8-24 # 100 6.3 # 200 4.5 0 - 10 ; LAB REMARRB -- j #s 2 RESULT(S)STATUS REVIEWEDBY /t � - - i JD`?awden Ip,,d_ June 28, 2007 CONFORMS C.Pedersen/D.Smith - [ EQUIPMENT SE7 (S)USED� TElTED BYy DATE COMPLETED DATE REM 06 / 28 / 2D07 WORD: DOCUMENT / SOILS -AGGREGATE ANALYSIS TEST REPORT PROFILE I F.DeLEON t a: FILE d MAIL DIST, LIST Washington State v7, Department of Transportation Request for Approval of Material Contract FA Number SR Date 9i 10/2007 Section County Benson Rd, 1-405 Water Realigment I King Contractor Subcontractor Ceccanti Inc Stoneway Concrete For WSDOT Use Only For assistance in completing, see Instructions and Example RAM # Bid Material or I Name and Location of Fabricator, Specification Appel Appel File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. Cement - Type I-11 AshGrove Cement Co, Seattle -WA 9-01.2 I Air Entrainment W R Grace, Kent -WA j 9-23.6 aravair 1000 WaterCity 9-25.1 I Fine Aggregates Icon Materials, Auburn WA A 464 Class 1 Fine Aggregates Glacier Northwest, Dupont WA _ B 335 1 Class 1 j I I _. __ ...... - - - -- -- —� Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon 'Satisfactory Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg. Cert. of Compliance for'Approval' prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for 'Approval' prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Conditionally Approved: Only 'Approved for Shipment' or'WSDOT Inspected' material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. C� 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. / 10. Approval Withheld: T)� 11. Remarks: Project Engineer Distribution ❑ Contractor ❑ Region Operations Engineer State Materials Engineer Distribution ❑ Region Materials ❑ General File ❑ Signing Inspection ❑ State Materials Lab ❑ Fabrication inspection ❑ Other DOT Form 350-071 EF Revised 8/04 Washington State �S Department of Transportation Concrete Mix Design Contractor Submitted By Date Ceccanti Inc Josh Helm 9/10/2007 Concrete Supplier Plant Location Stoneway Concrete Seattle (11), Galcier (282,291) Contract Number Contract Name Benson Rd, I-405 Water Realignment This mix is to be used in the following Bid Item No(s): Concrete Class: (check one only) a a d ❑ 3000 ❑ 4000 ❑ 4000D ❑ 4000P ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement ® Other Remarks: C'DF Mix Design No. 501 Cementitious Materials Source Type or Class Sp. Gr. Lbs/cy Cement AshGrove Cement Co - Seattle, WA I-H 3.15 50 Fly Ash a Microsilica Latex Slag Concrete Admixtures Manufacturer Product Type Est. Range (oz/cy) Air Entrainment W R Grace, Kent, WA Daravair 1000 C 260 0. l - 10.0 Water Reducer High -Range Water Reducer Set Retarder Other Water (Maximum) 300 (lbs/cy) Reclaimed/Recycled Watery (Maximum) 0 - 300 (lbslcy) Water Cementitious Ratio (Maximum) 6.0 Design Performance 1 2 3 4 5 Average 28 Day Compressive Strength (cylinders) psi 70 55 90 70 70 14 Day Flexural Strength (beams) psi Reviewed By: PE Signature Date Distribution: Original - Contractor Copies To - State Materials Lab -General Materials Eng. ; Regional Materials Lab; Project Inspector DOT Form 350-040 EF Revised 512003 Combined Gradation Chart Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation WSDOT Pit No. B 335 ASR Mitigation Required? b ❑Yes ❑ No ❑Yes ®No ❑ Yes ❑ No []Yes ❑ No ❑ Yes ❑ No Grading c Class 1 Percent of Total 100 100% Aggregate Specific Gravity _.o3 Lbs/cy (ssd) ` o30 Percent Passing 2 inch 100 1-1/2 inch 100 1 inch 100 3/4 inch 100 1/2 inch 100 3/8 inch 100 No. 4 97.3 No. 8 75.1 No. 16 53.9 No. 30 33.4 No. 50 15.6 No. 100 6.2 1.9 No. 200 Aggregate Correction Factor: Fineness Modulus: (Required for Class 2 Sand) Notes: a Required for Class 4000D and 4000P mixes. b If Alkali Silica Reactivity Mitigation is required per WSDOT ASA Database - Attach evidence that mitigating measure controls expansion in the form of ASTM C 1260 / AASHTO T303, ASTM C 1293, or ASTM C 295 test results C AASHTO No. 467, 57, 67, 7, 8; 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 DOT Forth 350-040 EF Revised 5/2003 � Washington State A Department of Transportation Concrete Mix Design Contractor Submitted By Date Ceccanti Inc Josh Helm 9/ 10/2007 Concrete Supplier Plant Location Stoneway Concrete Houser (14), Tukwila (12) Contract Number Contract Name Benson Rd, I405 Water Realigment This mix is to be used in the following Bid Item No(s): Concrete Class: (check one only) a a d ❑ 3000 ❑ 4000 ❑ 4000D ❑ 4000P ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement ® Other Remarks: ME Mix Design No. 501 Cementitious Materials Source Type or Class Sp. Gr. Lbs/cy Cement Ashgrove Cement - Seattle, WA I -II 3.15 50 Fly Ash a Microsilica Latex Slag Concrete Admixtures Manufacturer Product Type Est. Range (oz/cy) Air Entrainment W R Grace, Kent, WA Daravair 1000 C 260 0.1 - 10.0 Water Reducer High -Range Water Reducer Set Retarder Other Water (Maximum) 300 (lbs/cy) Reclaimed/Recycled Watery (Maximum) 0 - 300 (lbs/cy) Water Cementitious Ratio (Maximum) 6.0 Design Performance 1 2 3 4 5 Average 28 Day Compressive Strength (cylinders) psi 80 60 65 65 14 Day Flexural d Strength (beams) psi Reviewed By: PE Signature Date Distribution: Original - Contractor Copies To - State Materials Lab -General Materials Eng.: Regional Materials Lab. Project Inspector DOT Form 350-040 EF Revised 5/2003 Combined Gradation Chart Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation WSDOT Pit No. a 46-1 ASR Mitigation Required? b ❑ Yes ❑ No ❑ Yes ®No ❑ Yes ❑ No ❑ Yes ❑ No [:]Yes Elk'. Grading c Class I Percent of Total 100 100% Aggregate Specific Gravity 2.00 Lbs/cy (ssd) 100(1 Percent Passing 2 inch 100 1-112 inch 100 1 inch 100 3/4 inch 100 1/2 inch 100 3/8 inch 100 No. 4 96,4 No. 8 No. 16 56.6 No. 30 11.0 No. 50 16.6 No. 100 , 5 No. 200 Aggregate Correction Factor: Fineness Modulus: (Required for Class 2 Sand) Notes: a Required for Class 4000D and 4000P mires b If Alkali Silica Reactivity Mitigation is required per WSDOT ASA Database - Attach evidence that mitigating measure controls expansion in the form of ASTM C 1260 / AASHTO T303, ASTM C 1293, or ASTM C 295 test results C AASHTO No. 467.. 57, 67, 7, 8; 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 DOT form 350-040 EF Revised 512003 Aggregate Source Approval Report 19011k, Departme Washinqllot ofaTansportation te WSDOT MATERIALS LAB 02/01/2007 Aggregate Source Approval Report Owner: La Pianta Limited Partnership Aggregate Source: PS-A-464 Leasee: Icon Materials, Inc. Known as: Auburn Pit Located in: SW1/4 SW1/4 SEC 28, S1/2 SE1/4 SEC County: King 29 Section 28,29, T21N R5E Remarks: 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 Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pipe Gravel Backfill for Drains and Drywells Blending Sand Gravel Backfill for Foundation Class B Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket Select or Common Borrow Foundation Material for Classes A, B or C Gravel Backfill for Pipe Zone Bedding No Preliminary Tests are required to be performed by the State Materials Lab Gravel Base: Expiration Date: 05/06/2006 Drainage: Test Date: 05/06/1996 R Value: 75 Swell 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 Agg. and Surfacing: Test Date: 04/10/2006 Expiration Date: 04/10/2011 Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.706 Bulk Sp. G.: Deg: 73 LA: 15 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessary. file:///Pl/2007%2OCerts/ASA%20A-464%20%202007.htm (I of 2)2/l/2007 2:01:44 AM Aggregate Source Approval Report Portland Cement Concrete Aggregates: Test Date: 11/01/2003 Date: 11/01/2008 ASR - 14 Day: 0.19 ASR - One Year: CCA Absorption: 1.03 CCA Sp.G: 2.694 FCA Absorption: 1.58 FCA Organics: 1 FCA Sp. G: 2.643 LA: 15 Mortar Strength: Petrographic Analysis: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Riprap and Quarry Spalls: Test Date: 04/10/2006 Expiration Date: Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.706 Bulk Sp. G.: Deg: 73 LA: 15 Expiration 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 Operations Region Materials Aggregate Source Approval System file:///PI/2007%20Certs/ASA%20A-464%20%202007.htm (2 of 2)2/1 /2007 2:01:44 AM Aggregate Source Approval Report AMW � Washinqlon State _7f Department of Transportation Owner: Glacier Northwest WSDOT MATERIALS LAB Aggregate Source Approval Report Leasee: Located in: A part of Section 22 and 23 Section 23 T19N Rl E Remarks: 02/01 /2007 Aggregate Source: PS-B-335 Known as: DuPont Pit County: Pierce 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 Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Blending Sand Pipe Gravel Backfill for Drains and Gravel Backfill for Foundation Class B D rywel I s Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket Select or Common Borrow Foundation Material for Classes A, B or C Gravel Backfill for Pipe Zone Bedding No Preliminary Tests are required to be performed by the State Materials Lab Gravel Base: Test Date: 04/22/2005 Expiration Date: 04/22/2010 Drainage: Free R Value: 77 Swell Pressure: 0 Currently approved as a source of aggregate for: Bank Run Gravel for Trench Bkfl Gravel Base Acceptance tests need to be performed as necessary Mineral Agg. and Surfacing: Test Date: 04/11/2005 Date: 04/11/2010 Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.704 Bulk Sp. G.: Deg: 74 LA: 16 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessary. Expiration file:///Pl/2007%2OCerts/ASA%20B-335%20%202007.htm (I of 2)2/1/2007 2:05:31 AM Aggregate Source Approval Report Portland Cement Concrete Aggregates: Test Date: 03/19/2003 Expiration Date: 03/19/2008 ASR - 14 Day: ASR - One Year: CCA Absorption: 0.82 CCA Sp.G: 2.701 FCA Absorption: 1.34 FCA Organics: 3 FCA Sp. G: 2.652 LA: 14 Mortar Strength: Petrographic Analysis: Pass Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Riprap and Quarry Spalls: Test Date: 04/11/2005 Expiration Date: Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.704 Bulk Sp. G.: Deg: 74 LA: 16 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 Operations Region Materials Aggregate Source Approval System file:///PI/2007%20Certs/ASA%20B-335%20%202007.htm (2 of 2)2/1/2007 2:05:31 AM GRACE January 4, 2007 Felix Chandra Stoneway Concrete 1915 Maple Valley Highway Renton, WA 98055 Dear Felix: Grace Construction Products WR. Grace & Co. - Conn. 293 Wright Brothers Avenue Uvermore, CA 94551 (925) 443-9700 (925) 443-9701 Fax This is to certify that DARAVA.IR® 1000, an air -entraining admixture, as manufactured and supplied by Grace Construction Products, W. R. Grace & Co. - Conn., is formulated to comply with the Specification for Air -Entraining Admixtures for Concrete, ASTM: C 260 (AASHTO M 154). DARAVAIR® 1000 does not contain calcium chloride or chloride . containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in the manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale printed on the reverse side hereof. Z41 1�4111'11 Michael Gardner Technical Services Manager Grace Construction Products P R O D U C T Description Daravair® 1000 is a liquid air -entraining admixture that provides freeze -thaw resistance, yield control, and finishability performance across the full range of concrete mix designs. Daravair 1000 is a clean, light -orange product designed to generate specification -quality air systems. Based on a high-grade saponified rosin formulation, Daravair 1000 is chemically similar to vinsol- based products, but with increased purity and supply dependability. Uses Daravair 1000 air -entraining admixture may be used wherever the purposeful entrainment of air is required by concrete specifica- tions. Formulated to perform across the entire spectrum of production mixes, Daravair 1000 generates quality, freeze -thaw resistant air systems in concrete conditions that include the following: • Low Slump • Paving • Central Mix • Extruded Slip Form • Mixes Containing Hot Water and Accelerators • Precast Daravair II�AII� Air -Entraining Admixture ASTM C 260, AASHTO M 154 • High Cement Factor • Fly Ash and Slag • Superplasticizers • Manufactured Sands Air is incorporated into the con- crete by the mechanics of mixing and stabilized into millions of dis- crete semi -microscopic bubbles in the presence of a specifically designed air -entraining admixture such as Daravair 1000. These air bubbles act much like flexible ball bearings increasing the mobility, or plasticity and workability of the concrete. This can permit a reduction in mixing water with no loss of slump. Placeability is improved. Bleeding, plastic shrinkage and segregation are minimized. Through the purposeful entrain- ment of air, Daravair 1000 markedly increases the durability of concrete to severe exposures particularly to freezing and thaw- ing. It has also demonstrated a remarkable ability to impart resis- tance to the action of frost and deicing salts as well as sulfate, sea and alkaline waters. GRACE Construction Products Compatibility with Other Admixtures Daravair 1000 air -entraining admixture is fully effective and compatible in concrete with other admixtures. EACH ADMIX- TURE, HOWEVER, SHOULD BE ADDED TO THE CON- CRETE SEPARATELY. Addition Mate There is no standard addition rate for Daravair 1000 air -entraining admixture. The amount to be used will depend upon the amount of air required for job conditions, usually in the range of 4 to 8%. Typical factors which might influence the amount of air - entraining admixture required are, temperature, cement, sand gradation, and the use of extra fine materials such as fly ash and microsilica. Typical Daravair 1000 addition rates range from 50 to 200 mL/100 kg (3/4 to 3 fl oz/100 Ibs) of cement. The air -entraining capacity of Daravair 1000 is usually increased when other concrete admixtures are contained in the concrete, particularly water - reducing admixtures and water - reducing retarders. This may allow up to a two-thirds reduc- tion in the amount of Daravair 1000 required. Mix Adjustment Entrained air will increase the volume of the concrete making it necessary to adjust the mix pro- portions to maintain the cement factor and yield. This may be accomplished by a reduction in water requirement and aggregate content. Dispensing Equipment A complete line of accurate auto- matic dispensing equipment is available. These dispensers can be located to discharge into the water line, the mixer, or on the sand. caGkcaginq Daravair 1000 air -entraining admixture is available in bulk, delivered by metered tank trucks and in 210 L (55 gal) drums. Daravair 1000 contains no flam- mable ingredients. Daravair 1000 will freeze at about -10C (30°F) but its air -entraining properties are completely restored by thawing and thorough mechanical agitation. Concrete shall be air entrained concrete, containing 4 to 8% entrained air. The air contents in the concrete shall be determined by the pressure method (ASTM Designation C 231) or volumetric method (ASTM Designation C 173). The air -entraining admix- ture shall be a completely neutral- ized rosin solution, such as Daravair 1000, as manufactured by Grace Construction Products, or equal, and comply with standard specification for air - entraining admixtures (ASTM Designation C 260). The air - entraining admixture shall be added at the concrete mixer or batching plant at approximately 50 to 200 mL/100 kg (3/4 to 3 fl oz/10016s) of cement, or in such quantities as to give the spec- ified air contents. webVisit our web site at: www.gcpyrace.com i J printed onrecycled paper W.R. Grace & Co. -Conn. 62 Whittemore Avenue Cambridge, MA 02140 Dart— is a rrgit—d —d—ark of W.R. Grace ✓k Co. -Cana. VCe Mspc the mformarion here wJl be helpful. It h based on data and knov.—d considered to be rue and aa-uraor and is offered for the uso' consideraoon, m.esTf -I-, GMCE and s�rnfrcatitm, bur we do nor 11 du mules ro be oMained. Please rod all xacemenrs, raommendanons or suggeuions in mnjuswnon with our amditions of sak, �h,,h apply m all goods suppbed by us. No uatemenq acommendanon ors Lion rs =coded for any use whrch wouW nfrint any Va copyright. W. R. Gr do Co. -Conn., 62 Whiremorc .Avenue, Cambridge, MA 02140. In Canada, W. R. Gr— K Co. Canada, L d. 294 CIt—rs Road. W'.,, ANa. Done.. Canada LIS 3C6. This product may be covered by patents or parents pending. Copyright 1999- W.R. Grace 6c Co. -Conn. AIR-7C Printed in D.S.A. 4N9 FA/GMSM Construction Products National Ready Mixed Concrete Association 1(rr(r Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Stoneway Seattle Plant, Seattle, WA Stoneway Concrete has been inspected by the undersigned registered professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batch ing and Recordings of Ceinentitious Materials, Aggregate, Water, and Chemical Admixtures U� Signature of Licensed Profeslnal Engineer January 24, 2007 Fehruaiy 08, 2009 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correc raptly any def ciencies which develop. Signature of Company Official Title of Company Official NOTICE: The Check List Indicates only that plant faciHes are satisfactory for the production of concrete when property operated. Conformance of the concrete Itself with specification requirements must be veriried by usual Inspection methods in accordance with sales agreements. This certificate Is Issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, CIC3. Unauthorized reproduction or misuse of this certificate may result In legal action. Plant ID #: 801273 01965, 1992, 2001, 2002, 2006 Certification ID #: 8358 National Ready Mixed Concrete Association 900 Spring Street • Silver Spring 9 Maryland 20910 National Ready Mixed Concrete Association IT(C Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Stoneway Hottser Plant, Renton, WA Stoneway Concrete has been inspected by the undersigned registered professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures Signature of Licensed Peofesstknal Engineer February 09, 2007 February 09, 2009 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will ay any deficiencies which develop. vices i�res��d�.•� � �Gh'l Signature of Company Official Title of Company Official NOTICE: The Check List Indicates only that plant facillfies are satisfactory for the production of concrete when property operated. Conformance of the concrete itself with spedfication requirements must be verified by usual Inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Moved Concrete Association on vefcation that the production facility conforms to the requirements of the NRMCA Certification of Ready Viixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result In legal action. Plant ID #: 802812 © 1965, 1992, 2001, 2002, 2006 Certification ID #: 8360 National Ready Mixed Concrete Association 900 Spring Street a Silver Spring e Maryland 20910 National Ready Mixed Concrete Association IT(( Certificate of Conformance For Concrete Production Facilities NRMCATHIS IS TO CERTIFY THAT Tukwila Plant, Tukwila, WA tS'toneway Concrete has been inspected by the undersigned registered professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Ceinentitious Materials, Aggregate, Water, and Chemical Admixtures January 24, 2007 February 08, 2009 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct mptly any deficiencies which develop. s�, er4- Signature of Company Official Title of Company Official NOTICE: The Check List Indicates only that plant facilities are satisfactory for the production of concrete when properly opemted. Conformance of the concrete itself with specification requirements must be verified by usual Inspection methods In accordance with sales agreements. This certificate Is Issued by the National Ready Mixed Concrete Association on verification that the productm facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorised reproduction or m'suse of this certifate may result in legal action. Plant fD #: 801275 © 1965, 1992, 2001, 2002, 2006 Certification ID #: 8359 National Ready Mixed Concrete Association 900 Spring Street • Silver Spring a Maryland 20910 Page 1 of 1 Andrew Weygandt - whoops From: "Josh Helm" <josh@ceccantiinc.com> To: "Andrew Weygandt" <AWeygandt@ci.renton.wa.us> Date: 9/14/2007 5:02 PM Subject: whoops I forgot to label the cstc, csbc as separate submittals 1 '/4 trench backfull = submittal 13 Csbc/Cstc = submittal 14 My bad. Thanks! file://C:\Documents%20and°/(,20Settings \aeygandt\Local%20Settings\Temp\GW) 00001.... 9/17/2007 �A1� l #1 s iL-1 <S�L4AA �- A+egate Source Approval Report rage 1 of 2 waahl"gtonState WSDOT MATERIALS LAB 09/14/2007 Department of Transportation Aggregate Source Approval Report I Owner: Washington Rock Quarries Inc. Aggregate Source: QS-B-332 Leasee: Known as: Kapowsin Quarry Looted in: SW1/4 SE1/4 Section 5 T17N R5E County: Pierce Re !(narks: Pit un Materials: Pri r to incorporating any of the following into a job, Gradation and Sand Equivalent tests shall be performed to determine if the ma erial does in fact meet specification for the intended use: Ba II for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe B ding Material for Thermoplastic Pipe Blending Sand Foundation Material for Classes A, B or C Gr veI Bartell for Drains and Drywells Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding Gr vel Backfill for Walls Gravel Borrow Sand Drainage Blanket Se ct or Common Borrow No Preliminary Tests are required to be performed by the State Materials Lab -- Grovel Base: Test Date: 11/07/1991 Expiration Date: 11/07/2001 Drainage: R Value: 72 Swell 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 Agg. and Surfacing: Test Date: 08/11/2006 Expiration Date: 08/11/2011 Absorption: 0.98 Apparent Sp. G.: 2.712 Bulk Sp. G. (SSD): 2.668 Bulk Sp. G.: 2.642 Deg: 27 LA: 17 Currently approved as a source of aggregate for: ATB Ballast Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses Maintenance Rock Shoulder Ballast NOT approved for as an aggregate source for: B$T Crushed Cover Stone BST Crushed Screenings HMA Wearing Course Portland Cement Concrete Aggregates: Test Date: Expiration Date: ASR - 14 Day: ASR - One Year: CCA Absorption: CCA Sp.G: F¢A Absorption: FCA Organics: FCA Sp. G: LA: Mortar Strength: Petrographic Analysis: Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of AGGREGATES for PCC is required prior to use. Ryprap and Quarry Spalls: Test Date: 08/11/2006 Expiration Date: 08/11/2007�/ r Absorption: 0.98 Apparent Sp. G.: 2.712 Bulk Sp. G. (SSD): 2.668 Bulk Sp. G.: 2.642 �K rlrtGllA +0 Dog: 27 LA: 17 (O (�' rZ�pC / Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site a5 a httn•//www wsdot.wa.L3ov/biz/mats/ASA/ASAReport.cfm?prefix=B&pit no=3>2 9/14/2007 r i WASHINGTON ROCK QUARRIESimu. i Gradation Test Report Plant P001-Kapowsin Quarry Product 9-03.9(3)-1 1/4" MINUS TRENCH BACKFILL ification 9-03.93 Crushed Surfacing BC Sample No 1526704370 Date Sampled 07/16/2007 11:00 Date Completed 07/16/2007 11:00 Sampled By Randy Foster Tested By Randy Foster Type Investigative Method Stockpile Location Process Ledge Other Sample Information 11111111110111l Weather Partly Cloudy Temp 70 SplitSarnple❑✓ Sequence Resample ❑ Code Borehole Depth Top/Bottom Test Note Highlands Trench Backfill Stockpile Dry Sample Gradation Results Unit Moist Mass Dry Mass Wash Mass Moisture % Wash Loss % Procedure lb 42.80 Cum Mass Ind % Sieve Mass Retained Retained Retained % Retained % Passing Target Specification Comment 1 1/4" (31.5mm) 0.0 0.0 0.0 0.0 100.0 100-100 1" (25mm) 0.4 0.4 0.8 0.8 99.2 80-100 5/8" (16mm) 5.8 6.1 13.4 14.3 85.7 50-80 Fine #4 (4.75mm) 17.9 24.0 41.8 56.1 43.9 25-45 #40 (0.425mm) 14.3 38.3 33.4 89.5 10.5 3-18 #200 (75um) 3.2 41.5 7.36 96.85 3.15 0-7.5 PAN (Oum) 1.4 42.8 3.15 100.00 0.00 aggQC Washington Rock quarries, Inc. ASHINGTI13N IOCK UARRIESiNr- �EaT. m9 c Quality Test Report Plant P001-Kapowsin Quarry )duct 9-03.9(3)-Crushed Surfacing Base Course ation 9-03.93 Crushed Surfacing BC 1544398505 Sample Information Sample No 1544398505 Weather Date Sampled 09/14/2007 10:20 Temp Date Completed 09/14/2007 10:20 splitsample[] Sequence Sampled By Randy Foster ResampleEl Code i Tested By Randy Foster Borehole Type Production Depth Top/Bottom Method Belt -Stream Location Test Note Process Ledge Other Gradation Results Unit Moist Mass Dry Mass Wash Mass Moisture % Wash Loss % Procedure g 30.20 Cum Mass Ind % Sieve Mass Retained Retained Retained % Retained % Passing Target Specification Comment 1 1 /4" (31.5mm) 0.0 0.0 0.0 0.0 100.0 100-100 1" (25mm) 0.7 0.7 2.3 2.3 97.7 80-100 5/8" (16mm) 9.3 10.0 30.8 33.1 66.9 50-80 #4 (4.75mm) 12.1 22.1 40.1 73.2 26.8 25-45 #40 (0.425mm) 5.6 27.7 18.5 91.7 8.3 3-18 #200 (75um) 1.9 29.6 6.29 98.01 1.99 0-7.5 PAN (Oum) 0.6 30.2 1.99 100.00 0.00 aggOC Washington Rock quarries, Inc. ASHINGTIDN _ CK LIARRIESir�c. • EOT, e9vO Gradation Test Report Plant P001-Kapowsin Quarry Product 9-03.9(3)-Crushed Surfacing Top Course Spe ification 9-03.93 Crushed Surfacing TC I Sample Information - 34593159VMI!I Sample No 1534593159 Weather Partly Cloudy Date Sampled 08/09/2007 07:54 Temp 70 Date Completed 08/09/2007 07:54 Split Sample [j Sequence Sampled By Randy Foster Resample[j Code Tested By Randy Foster Borehole Type Production Depth Top/Bottom Method Belt -Stream Location Test Note Process ELJAY Ledge Other Gradation Results Unit Moist Mass Dry Mass Wash Mass Moisture % Wash Loss % Procedure lb 29.30 Cum Mass Ind % Sieve Mass Retained Retained Retained % Retained % Passing Target Specification 3/4" (19mm) 0.0 0.0 0.0 0.0 100.0 100-100 5/8" (16mm) 0.2 0.2 0.5 0.5 99.5 1/2" (12.5mm) 2.4 2.6 8.2 8.7 91.3 80-100 #4 (4.75mm) 13.2 15.7 44.9 53.6 46.4 46-66 #40 (0.425mm) 10.8 26.5 36.9 90.4 9.6 8-24 #200 (75um) 1.9 28.4 6.48 96.93 3.07 0-10 PAN (Oum) 0.9 29.3 3.07 100.00 0.00 aggQC Washington Rock quarries, Inc. Comment AOregate Source Approval Report Page 1 of 2 f i Washington State WSDOT MATERIALS LAB 09/14/2007 Department of Transportation i Aggregate Source Approval Report Owner: Washington Rock Quarries Inc. Aggregate Source: QS-B-332 Leasee: Known as: Kapowsin Quarry Lo ted in: SW1/4 SE1/4 Section 5 T17N R5E County: Pierce Re arks: Pit un Materials: Pri r to incorporating any of the following into a job, Gradation and Sand Equivalent tests shall be performed to determine if the ma erial does in fact meet specification for the intended use: Ba II for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe B ding Material for Thermoplastic Pipe Blending Sand Foundation Material for Classes A, B or C Gr vel Backfill for Drains and Drywells Gravel Backfill for Foundation 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 Gr#vel Base: Test Date: 11/07/1991 Expiration Date: 11/07/2001 Drainage: R Value: 72 Swell Pressure: 0 Coihtact 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: 08/11/2006 Expiration Date: 08/11/2011 Absorption: 0.98 Apparent Sp. G.. 2.712 Bulk Sp. G. (SSD): 2.668 Bulk Sp. G.: 2.642 Deg: 27 LA: 17 Currently approved as a source of aggregate for: ATB Ballast Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses Maintenance Rock Shoulder Ballast NOT approved for as an aggregate source for; BST Crushed Cover Stone BST Crushed Screenings HMA Wearing Course Portland Cement Concrete Aggregates: Test Date: Expiration Date: ASR - 14 Day: ASR - One Year: CCA Absorption: CCA Sp.G: FCA Absorption: FCA Organics: FCA Sp. G: LA: Mortar Strength: Petrographic Analysis: Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of AGGREGATES for PCC is required prior to use. Riprap and Quarry Spalls: Test Date: 08/11/2006 Expiration Date: 08/11/2007 Absorption: 0.98 Apparent Sp. G.: 2.712 Bulk Sp. G. (SSD): 2.668 Bulk Sp. G.: 2.642 Deg: 27 LA. 17 10 _ I ( — Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a httn-//www.wsdot.wa.cov/biz/mats/ASA/ASAReport.cfm?prefix=B&pit no=332 9/14/2007 I i WASHINGTON ROCK QUARRIESimc. Es,. Gradation Test Report Plant P001-Kapowsin Quarry Product 9-03.9(3)-1 1/4" MINUS TRENCH BACKFILL ification 9-03.93 Crushed Surfacing BC 1526704370 Sample No 1526704370 Date Sampled 07/16/2007 11:00 Date Completed 07/16/2007 11:00 Sampled By Randy Foster Tested By Randy Foster Type Investigative Method Stockpile Location Process Ledge Other Sample Information Weather Partly Cloudy Temp 70 SplitSampie0 Sequence Resample ❑ Code Borehole Depth Top/Bottom Test Note Highlands Trench Backfiil Stockpile Dry Sample Gradation Results Unit Moist Mass Dry Mass Wash Mass Moisture % Wash Loss % Procedure lb 42.80 Cum Mass Ind % Sieve Mass Retained Retained Retained % Retained % Passing Target Specification Comment 1 1/4" (31.5mm) 0.0 0.0 0.0 0.0 100.0 100-100 1" (25mm) 0.4 0.4 0.8 0.8 99.2 80-100 5/8" (16mm) 5.8 6.1 13.4 14.3 85.7 50-80 Fine #4 (4.75mm) 17.9 24.0 41.8 56.1 43.9 25-45 #40 (0.425mm) 14.3 38.3 33.4 89.5 10.5 3-18 #200 (75um) 3.2 41.5 7.36 96.85 3.15 0-7.5 PAN (Oum) 1.4 42.8 3.15 100.00 0.00 aggQC Washington Rock quarries, Inc. 1 TE3 SK NfL-s1fL]N GARRIESiNc. EBT. 1490 Quality Test Report Plant P001-Kapowsin Quarry •oduct 9-03.9(3)-Crushed Surfacing Base Course cation 9-03.93 Crushed Surfacing BC 1544398505 Sample Information Sample No 1544398505 Weather Date Sampled 09/14/2007 10:20 Temp Date Completed 09/14/2007 10:20 Split Sample❑ Sequence Sampled By Randy Foster Resample❑ Code Tested By Randy Foster Borehole Type Production Depth Top/Bottom i Method Belt -Stream Location Test Note Process Ledge Other Gradation Results i Unit Moist Mass Dry Mass Wash Mass Moisture % Wash Loss % I Procedure g 30.20 Cum Mass Ind % Sieve Mass Retained Retained Retained % Retained % Passing Target Specification Comment 1 1/4" (31.5mm) 0.0 0.0 0.0 0.0 100.0 100-100 1" (25mm) 0.7 0.7 2.3 2.3 97.7 80-100 5/8" (16mm) 9.3 10.0 30.8 33.1 66.9 50-80 #4 (4.75mm) 12.1 22.1 40.1 73.2 26.8 25-45 #40 (0.425mm) 5.6 27.7 18.5 91.7 8.3 3-18 #200 (75um) 1.9 29.6 6.29 98.01 1.99 0-7.5 PAN (Oum) 0.6 30.2 1.99 100.00 0.00 aggQC Washington Rock quarries, Inc. i @@ ASHINGTON OCK UAR RIESir4c. cnr. wea Gradation Test Report Plant P001-Kapowsin Quarry Product 9-03.9(3)-Crushed Surfacing Top Course ification 9-03.93 Crushed Surfacing TC 1534593159 Sample Information Sample No 1534593159 Date Sampled 08/09/2007 07:54 Date Completed 08/09/2007 07:54 Sampled By Randy Foster Tested By Randy Foster Type Production Method Belt -Stream Location Test Note Process ELJAY Ledge Other Unit Moist Mass Dry Mass lb 29.30 - Gradation Results Wash Mass Moisture % Weather Partly Cloudy Temp 70 Split Sample ✓❑ Sequence Resample n Code Borehole Depth Top/Bottom Wash Loss % Cum Mass Ind % Sieve Mass Retained Retained Retained % Retained % Passing 3/4" (19mm) 0.0 0.0 0.0 0.0 100.0 5/8" (16mm) 0.2 0.2 0.5 0.5 99.5 1/2" (12.5mm) 2.4 2.6 8.2 8.7 91.3 #4 (4.75mm) 13.2 15.7 44.9 53.6 46.4 #40 (0.425mm) 10.8 26.5 36.9 90.4 9.6 #200 (75um) 1.9 28.4 6.48 96.93 3.07 PAN (Oum) 0.9 29.3 3.07 100.00 0.00 aggQC Washington Rock quarries, Inc. Procedure Specification Comment 100-100 80-100 46-66 8-24 0-10 9-21-07; 6:07,AM;CECCANTI, INC ;2E35376943 # 1/ 4 Facsimile To: Andrew Weygandt Company: Fax: 425-430-7241 Phone: Reference: Submittal 15 with the compressive strength info. Pages: Sincerely, Ceccanti Inc. Josh South Lake Washington Roadway Improvements Project Phone 425-204-0957 Fax: 425-204-0959 NOTE From: Josh Helm Title: Email: josh@ceccantiinc.com Date: 9/21/07 • 9-21-07; 6:07AM;CECCANTI, INC ;2535376943 # 2/ 4 k CECCliNTI, To: Andrew Weygandt Phone: Fax LETTER OI? TRANSMITTAL WE ARE SENDING YOU THE FOLLOWING: N Attached ❑ The following items under separate cover: COPIES DATE NUMBER DESCRIPTION 1 9/18/07 1 Submittal No. 15, CDF THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For approval X For your use ❑ As requested ❑ Approved as submitted ❑ Approved as noted ❑ Resubmit for correction For review and comment ❑ For your signature ❑ Executed copy for your files ❑ Other El Remarks: Signed: _ Title: PROJECT ENGINEER JOSHUAH HELM CECCANTI INC GENERAL CONSTRUCTION 4116 BROOKOA11 R0.1. TACOMA WA 08446 (2531537.2990 FAX 12531537-6943 ?-_t-C-:=M:CECCANT I. IIJ_ .,c76943 -- Sep 18 2007 3:34PM MILES SAND AND GRAVEL CO 2533516005 p-2 � Washington State Concrete Mix Des in VI/ Department of Transportation g Contractor Submitted By Date Ceccand 9-19-2007 Concrete Supplier Plant Location \tiles Sand & Gravel Auburn Plant 201 Contract Number Contract Name Cite of Rentm This mix is to be used in the following Bid Item No(s): Concrete Class: (check one only) ❑ 3000 ❑ 4000 ❑ 4000D ❑ 4000P a Q ❑ y ❑ Cement Concrete Pavement 4000W ❑ Concrete Overly ® Other Control Density Fill Remarks: Mix Design No. 13CDA15 Cementitious Materials Source Type or Class Sp. Gr- LbsJcy Cement Lafarge I-H 3.15 141 Fly Ash a Microsilica Latex Slag Concrete Admixtures Manufacturer Product Type Est. (oz/cY) Air Entrainment Master Builders MB-A1r90 15-30 Water Reducer Highr-Range Water Reducer Set Retarder Other Control Density Fill Water (Maximum) 300 (lbslcy) Reclaim ed(Recycled Water (Maximum) Water Cementftus Ratio (Ma)imum) (lbstcy) Design Performance 1 2 3 4 5 Average 26 Day Compressive Strength (cylinders) psi 130 140 125 115 127 14 Day Flexural d Strength (beams) psi Reviewed By: PE Signature Date DistrPbAun: Orignal - Contractof Copies To - State Materials Lab-Generel MWerials Erg.. Regiona' Malenals Lab, Project Inspector �nr c..,,.. xrtnnn cc -71 E:.-II:CECCAINTI. INC .____376943 Sep 1S 2007 3:34PM MILES SAND FIND GRAVEL CO 2533516005 Combined Gradation Chart Concrete Component Component Component Component Compont Combined Aggregates 1 2 3 4 5 Gradation WSDOT Pit No. B-345 ASR M igation Required? b ❑ Yes ® No [j Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yea ❑ No Grading c Class 2 Percent of Total 100% Specific Gravity 2.65 Lbs/cy (ssd) 2775 Percent Passing 2 inch 1-1/2 inch 1 inch 3/4 inch IQ inch 3/8 inch No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 Aggregate Correction Factor: Fineness Modulus: 2.85 (Required for Class 2 Sand) (dotes: a Required for Gass 4000D and 4000P mixes. b If Alkali Silica Reactivity Mtgzton is required per WSOOT ASA Database - Attach Evidence that mitigating measure controls expansion in the form cf ASTM C 1260 / AASHTO T303, ASTM C 1293, or ASTM C 295 test results c AASHTO No. 467,577, 677, 7, 8; WSOOT Class 1, Class 2; or combined gradation. See Standard Specification 9-03A d Required for Cernerrt Concrete Pavements e Attach test results indicating conformance to Standard Specificatior 9-25.1 DOT Form 350-040 EF Kathy Keolker, Mayor September 21, 2007 Joshua Helm Ceccanti, Inc. 4116 Brookdale Rd., E. Tacoma, WA 98446 CITY OF RENTON Planning/Building/PublicWorks Department Gregg Zimmerman P.E., Administrator SUBJECT: REVIEW OF SUBMITTALS FOR WTR-27-3344 WATER LINE RELOCATION FOR REALIGNMENT OF BENSON ROAD AND I-405 OVERPASS — SUBMITTAL 15. Dear Mr. Helm: We have received on September 21, 2007, your submittals for the materials to be used on the City's water main and stormwater improvements for the above project. Our review comments are: Bid Item DESCRIPTION STATUS 21 Controlled Density Fill Approved. Thank you for your submittal. Sincerely, Andrew Weygandt, Project Manager Water Utility mailto.aweygandi@ci.renton.wa.us Phone: 425-430-7208 HAFile Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-3344-Benson Rd & 1-405 W er ine Relocation\Construction Contract\WTR-27-3344_Submittal-Review_9-21-07.docAWps 1055 South Grady Way - Renton, Washington 98057 R E N T O N AHEAD OF THE CURVE This papercontains 50 % recyclad material, 30 %post consumer 9-21-07; 6:07AM;CECCANTI, INC ,2535376943 7t 1/� 4 Facsimile To: Andrew Weygandt Company: Fax: 425-430-7241 Phone: Reference: Submittal 15 with the compressive strength info. Pages: Sincerely, Ceccanti Inc. Josh South Lake Washington Roadway Improvements Project Phone 425-204-0957 Fax: 425-204-0959 NOTE From: Josh Helm Title: Email: josh@ceccantiinc.com Date: 9/21 /07 '-off- 'Min-V,1L tt • 9-1-1-07: E:07AM;CECCANT1. inlC ---7E. aa. # :-i 4 CIC-CliNTI To: Andrew Wcygandt Phone: Fax: WE ARE SENDING YOU THE FOLLOWING: ® Attached LETTER OF TRANSMITTAL Date: 9/ 18/07 Lb No: .1658 Wtr Realignment @ Benson — I405 overpass Reference: Project# 658 ❑ The following items under separate cover: COPIES I DATE INUMBER DESCRIPTION 1 9/18/07 1 Submittal No. 15, CDF THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For approval X For your use ❑ As requested ❑ Approved as submitted ❑ Approved as noted ❑ Resubmit for correction For review and comment ❑ For your signature ❑ Executed copy for your files ❑ Other Remarks: Title: PROJECT ENGINEER JOSHUAH HELM CECCANII INC GINIRAI CONSTRUCTION 4110 BROOKOA11 RD,1. 1ACOMA WA 98446 (253) 537.2990 FAX (253) 537.0943 6:07/-M:CECC-NIi u,_ :25353769A3 :. -i 4 Sep 19 2007 3:34PM MILES SAND AND GRAVEL CO 2533516005 P-P Amok � Washington State �IAf Department of Transportation Concrete Mix Design Contractor Submitted By Date Ceccand 9-19-2W7 Concrete Supplier Plant Location Miles Sand & Gravcl Auburn Plant 201 414 , 1 Contract Number Contract Name City of Rc nton This mix is to be used in the following Bid Item No(s): Concrete Class- (check one only) a a d ❑ 3000 ❑ 4000 ❑ 4000D ❑ 40ODP ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement N Other Control Density Fill Remarks: Mix Design No. 11CDA15 Cementitious Materials Source Type or Class Sp. Gr. Lbstcy Cement Lafarge I -II 3.15 141 Fly Ash a Mtcrosilica Latex Slag Concrete - Admixtures Manufacturer Product Type Est. Range (otJcy) Air Entrainment Master guiles M3-AE-90 15-30 Water Reducer Higti-Range Water Reducer Set Retarder Other Control Density Fill Water (Ma)dmum) 300 (Ibslcy) Reclaimed/Recycled Water (Maximum) (lbslcy) Water Cernentitious Ratio (Ma)imum) Design Performance 1 Z 3 4 5 Average 26 Day Compressive Strength (cylinders) psi 130 140 125 115 127 14 Day Flexural d Strength (beams) psi Reviewed By: Pi: Signature Date Distribution: orignat - Contractor Copies To- State Materials Lab -General Materials Eng. ; RegionEd Materials Lab, Protect Inspector Mr c,..,.. unman cc -1�-07: 6:074M:CECCr.NT1. IN, -- Sep 19 2007 3:34PM MILES SAND FIND GRAVEL CO 2533516005 P „� Combined Gradation Chart —6oncrete Component Component Component Component Component Combined [---Aggregates 1 2 3 4 5 Gradatibn WSDOT Pit No, B-345 .5 ASR W46gation Required? b ❑ Yes H No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Grading c Class 2 .................:................ Percent of Total 100`Y� Aggregate SWctfic Gravity 2.65 Lbs/cy (sue 2775 Percent Passing 2 inch 1-1/2 inch 1 inch 3/4 inch 112 inch 3/8 inch No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 Aggregate Correction Factor, Fineness Modulus: 2.85 (Required for Class 2 Sand) Notes: a Required for Gass 4000D and 4000P mixes. b ff Alkali Sirica Reactivity Mitigation is required per WSDOT ASA Database - Attach evidence that mitigating measure controls expansion in the form of ASTM C 1260 / AASHTO T303, ASTM C 1293, or ASTM C 295 test results c AASHTO No. 467, 57, 67, 7, 8; WSDOT Class 1, Class 2; orcombined gradation. See Standard Spedfication 9-03A d Required for CemeM Concrete Pavements e. Attach test results indicating conformance to Standard Specification 9-25.1 DOi Form 350" EF CECC1kNT1 _ ?o: Andrew Weygandt Phone: Fax: LETTER OF TRANSMITTAL 10/30/07 —��658 ate: Lb No: WTR Relocation ect# WTR-27-3344 WF ARE SENDING YOU THE FOLLOWING: ® Attached ❑ The following items under separate cover. COPIES DATE NUMBER DESCRIPTION ? 10/30/07 16 Submittal 16. Traffic Loops THESE ARE TRANSM 1TTED AS CHECKED BELOW: ❑ For approval X For your use ❑ As requested ❑ Resubmit for correction For review and comment ❑ For your signature Remarks: JOSHUAH HELM ❑ Approved as submitted ❑ Approved as noted ❑ Executed copy for your files ❑ Other Title: PROJECT' ENGINEER CECCANTI INC GENERAI CONSTRUCTION 4110 BROOXDAIE RD. E, TACOMA WA 98440 1253153 7-2990 FAX 12531537-0043 LETTER OF TRANSMITTAL ASIGNAL ELECTRIC, INC. PO BOX 6209 In W KENT WA 980646209 41 W 25353-39 -0 FAX 23-395556 qW TO: Ceccanti 4116 Brookdale Rd. E. Tacoma, WA 98446 DATE:10/1/07 JOB:40021 ATTN: Kristie Rojas RE: Benson Rd Water Line Relocation Contract # 658 f' ' '-; 4 I\ i ICT - 4 2007 We are sending you the following: ® Attached ❑ Under separate cover via the following items. ❑ Copy of letter ❑ Plans ❑ Specifications ❑ Samples ❑ Change Order ❑ Catalog Cuts ® Other Copies Date Bid No. Description 7 10/01/07 QPL's , RAM for 51-7 Loop Detector Wire, 3M Detector Loop Sealant Crafco Loop Detector Sealant 271 THESE ARE TRANSMITTED AS CHECKED BELOW: ® For approval ® For your use ❑ As requested ❑ Approved as noted ❑ Approved as submitted ❑ Return approved copies ❑ Return signed copies ❑ For review & comment ❑ For bids due NOTES: Please Return 1 Set of Approved Copy. Thanks COPY TO: SIGNED C$0111�& Estimator Assistant If enclosures are not as noted, kindly notify us at once. I of 1 .raw frWashington State o Department of Transportation Contractor: Ceccanti Sub Contractor: Signal Electric Bid Item: Qualified Product List Contractor Product Information Contract No: Date: 9/19/07 Manufacturer: Advanced Digital Cable, Inc. - Hayesville, NC Product Name: Detector Loop Wire Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Cable September 19, 2007 Product Description : Detector loop cable: 12 or 14 AWG; stranded copper wire; IMSA 51-3 Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Last Updated : Sep 11, 2007 To be completed by the field inspector: Quantity: Verified By: Date: http://www.wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfm?Product_no=2007061 &product_or... 9/19/2007 I of 1 wash;ngl on state i L>epartmant of Transp¢- at or-. September 14, 2007 Qualified Product List Contractor Product Information Contractor: Ceccanti Contract No: _..... Sub Contractor: Sugnal Electric Date: G '� Bid Item: Manufacturer: Lake Cable LLC - Bensenville. IL Product Name: Detector Loop Cable Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Cable Product Description : Detector loop cable: 12 or 14 AWG; stranded copper wire; IMSA 51-3 Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Last Updated : Sep 28, 2006 To be completed by the field inspector: Quantity: Verified By: Date: http://www.wsdot.wa.govlbiz/mats/QPLIQPLPrint.efin?Product no=2006021&product_or... 9/14/2007 Te aII'.y Detailed Specifications & B"EN 582115 Non -Paired - Spec 51-7 Loop Detector Wire For more information please ' call 1-800-Beldenl NO IfMSA Member Description: 14 AWG stranded (19x26) bare copper conductors, XLPE insulation, HDPE jacket. PHYSICAL CHARACTERISTICS: CONDUCTOR: Number of Conductors I Total Number of Conductors I AWG 14 Stranding 19x26 Conductor Material BC - Bare Copper GROUND WIRE: Ground Wire (Yl1) Y INSULATION: Insulation Material XLPE - Cross Linked Polyethylene Nom. Insulation Wall Thickness .031 in. OVERALL CABLING: )verall Cabling Color Code Chart: Vumber Color l 1131ack OUTER SHIELD: Outer Shield Material OUTER JACKET: Outer Jacket Material Outer Jacket Nominal Wall Thickness OVERALL NOMINAL DIAMETER: Overall Nominal Diameter MECHANICAL CHARACTERISTICS: Operating Temperature Range Bulk Cable Weight Max. Recommended Pulling Tension Min. Bend Radius (Install) Unshielded HDPE - High Density Polyethylene .030 in. .250 in. -30°C To +90°C 33 lbs/1000 fL 55 lbs. 2.5 in. Page 1 of 2 Technical Data 582115 Non -Paired - Spec 51-7 Loop Detector Wire APPLICABLE SPECIFICATIONS AND AGENCY COMPLIANCE: APPLICABLE STANDARDS: EU RoHS Compliant (Y/N) Yes EU RoHS Compliance Date (mm/dd/yyyy): 04/01/2005 IMSA Specification 51-7 SUITABILITY: Suitability - Outdoor Yes Suitability - Burial Yes PLENUM/NON-PLENUM: Plenum (Y/N) N ELECTRICAL CHARACTERISTICS: Nom. Conductor DC Resistance @ 20 Deg. C 2.7 Ohms/1000 ft Max. Operating Voltage - Other 600 V RMS Revision Number: 1 Revision Date: 01-17-2006 C Copyright 2006 Belden, Inc All Rights Reserved. Although Belden ("Belden") makes every reasonable effort to ensure their accuracy at the time of this publication, information and specifications described herein are subject to error or omission and to change without notice, and the listing of such information and specifications does not ensure product availability. Belden provides the information and specifications herein on an "AS IS" basis, with no representations or warranties, whether express, statutory or implied. In no event will Belden be liable for any damages (including consequential, indirect, incidental, special, punitive, or exemplary damages) whatsoever, even if Belden has been advised of the possibility of such damages, whether in an action under contract, negligence or any other theory, arising out of or in connection with the use, or inability to use, the information or specifications described herein. All sales of Belden products are subject to Belden's standard terms and conditions of sale. Belden believes this product to be in compliance with the following environmental regulations: California Proposition 65 Consent Judgment For Wire &amp; Cable Mfgs.(San Francisco Superior Court Nos. 312962 And 320342); EU RoHS (Directive 2002/95/EC, 27-Jan- 2003);Material manufactured prior to the compliance date may still be in stock at Belden facilities and in our Distributor's inventory. EU ELV (Directive 2000/53/EC, 18-Sept-2000); EU WEEE (Directive 2002/96/EC, 27-Jan-2003); And EU BFR (Directive 2003/11/EC, 6-Feb- 2003). The information provided in this Product Disclosure, and the identification of materials listed as reportable or restricted within the Product Disclosure, is correct to the best of Belden's knowledge, information and belief at the date of its publication. The information provided in the Product Disclosure is designed only as a general guide for the safe handling, storage, and any other operation of the product itself or the one that it becomes a part of. This Product Disclosure is not to be considered a warranty or quality specification. Regulatory information is for guidance purposes only. Product users are responsible for determining the applicability of legislation and regulations based on their individual usage of the product. Page 2 of 2 I of 1 Washington Mate Departmord of Iransport$ t�on Qualified Product List Contractor Product Information Contractor: Ceccanti Contract No: Sub Contractor: Signal Electric Date: 9-14-07 Bid Item: Manufacturer: Belden Wire & Cable Company - Fort Mill, SC September 14, 2007 Product Name: Detector Loop Lead-in Cable Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Lead In Cable (Two Conductor Shielded) Product Description : Detector loop lead in cable: IMSA 50-2 Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Note 1 : Use ONLY wire/cable pulling compounds recommended by the wire/cable manufacturer Last Updated : Feb 27, 2006 To be completed by the field inspector: Quantity: Verified By: Date: http://www.wsdot.wa.govlbizlmats/QPLIQPLPrint.cfin?Product no=1994201&product or... 9/14/2007 I of 1 AM WWashington state A Department of Transportation Contractor: Ceccanti Sub Contractor: Signal Electric Bid Item: Qualified Product List Contractor Product Information Contract No: Date: 9/19/07 September 19, 2007 Manufacturer: American Insulated Wire Co. (A.I.W.) - Pawtucket, RI Product Name: Detector Loop Lead-in Cable Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Lead In Cable (Two Conductor Shielded) Product Description : Detector loop lead in cable: IMSA 50-2 Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Note 1 : Use ONLY wire/cable pulling compounds recommended by the wire/cable manufacturer Last Updated : Oct 26, 2005 To be completed by the field inspector: Quantity: Verified By: Date: http://www.wsdot.wa.govibizlmats/QPLIQPLPrint.cfin?Product_no=1993436&product_or... 9/19/2007 I of 1 Aft �r Washinglon State 7 Department of Trarspor;a.ior Contractor: Ceccanti ............ Sub Contractor: Signal Electric Bid Item: Qualified Product List Contractor Product Information Contract No: Date: 4-G7 Manufacturer: Falcon Fine Wire Inc. - Rockwall. TX September 14, 2007 Product Name: IMSA Detector Loop Lead -In Cable Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Lead In Cable (Two Conductor Shielded) Product Description : Detector loop lead in cable: IMSA 50-2 Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Note 1 : Use ONLY wire/cable pulling compounds recommended by the wire/cable manufacturer Last Updated : Jan 9, 2007 To be completed by the field inspector: Quantity: Verified By: Date: http://www.wsdot.wa.govlblzlmats/QPLIQPLPrint.cfrn?Product no=2006132&product_Or... 9/14/2007 I of 1 MI. Washington State W# Department of Transportation Contractor: Ceccanti Sub Contractor: Signal Electric Bid Item: Qualified Product List Contractor Product Information Contract No: Date: 9/19/07 Manufacturer: Advanced Digital Cable, Inc. - Hayesville, NC September 19, 2007 Product Name: IMSA 50-2 Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Lead In Cable (Two Conductor Shielded) Product Description : Detector Loop Lead -In Cable Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Note 1 : Use ONLY wire/cable pulling compounds recommended by the wire/cable manufacturer Last Updated : Jul 30, 2003 To be completed by the field inspector: Quantity: Verified By: Date: http://www.wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfrn?Product no=2002020&product_or... 9/19/2007 PRODUCT DATA SHEET CRAFCINC LOOP DETECTOR SEALANT 271 AN ERGON N COMPANY PART N0. 34271 420 N. Roosevelt Ave. • Chandler AZ 85226 JANUARY 2004 1-800-528-8242 • (602) 276-0406 • FAX (480) 961-0513 www.crafco.com READ BEFORE USING THIS PRODUCT GENERAL Crafty Loop Detector Sealant 271 is a single component, hot -melt, rubberized asphalt material which is formulated to be a stiff, yet flexible, sealant which is ideally suited for sealing traffic loop detector cuts. At application temperatures, Loop Detector Sealant 271 is a thin, free -flowing fluid which pours easily, penetrates narrow traffic loop detector cuts and self -levels; thus, permitting easy application. The Sealant can be used to seal narrow or wide loop cuts in either asphalt or portland cement concrete pavements. After application, Loop Detector Sealant 271 cools to produce a well bonded stiff product at ambient temperatures which resists tracking or pick- up in areas with slow moving or pedestrian traffic. Loop Detector Sealant 271 can be melted and applied to pavements using either pressure feed melter applicator units or pour pots. SPECIFICATION CONFORMANCE Recommended specification for Loop Detector Sealant 271 when heated to the safe heating temperature in accordance with ASTM D5167 is: Test Specification Limits Thermosel Viscosity at 400OF (204°C) (ASTM D4402) 4000cp max Penetration, 125°F (52°C), 50g, 5 sec. (ASTM D5) 50 max. Penetration, 77°F (25°C), 100g, 5 sec. (ASTM D5) 10-25 Softening Point (ASTM D36) 210°F (99°C) min. Ductility, 77°F (25°C) (ASTM D 113) 15 cm min. Flexibility, 0°F (-18'C) Crafco Procedure) Pass Recommended Pour Temperature 380°F (193°C) Safe Heating Temperature 420°F (216°C) APPLICATION The unit weight of Loop Detector Sealant (34271) is 8.5 lbs. per gallon (1.02 kg/L) at 60OF (15.50C). A 6' x 40' (1.8 m X 12.2 m) loop which is 3/8" (lcm) wide and 2.5" (6.2cm) deep requires approximately 37 lbs. (16.7 kg) of sealant Prior to use, the user must read and follow the Application Instructions for Loop Deteciof Seilaff(January 2002) to verify proper product selection, heating methods, pavement preparation procedures, application geometryr 'tisage` preciutions, and safety procedures. These instructions are provided with each pallet of sealant PACKAGING Loop Detector Sealant is available in two'package types; self release 3 compartment boxes, and single compartment boxes. The self release 3 compartment boxes contain approximately 25 lbs (11.3 kg) of material. The boxes are palletized into shipping units of 48 boxes and weigh approximately 1,200 lbs. (544 kg). The single compartment boxes contain a non adherent film to permit easy removal of sealant Each single compartment box contains approximately 30 lbs. (13.6 kg) of sealant Palletized units contain 72 boxes which weight approximately 2,160 lbs. (980kg). Pallets of sealant are weighed and product is sold by the net pallet weight. Boxes of either type use tape closure and do not contain any staples. Boxes are labeled with the product name, part number, lot number, specification conformance, application temperatures, and safety instructions. Palletized units are protected from the weather using a two mil. thick plastic bag, a weather and moisture resistant cap sheet, and a minimum of two layers of six month U.V. protected stretch wrap. Pallets are labeled with the product part number, lot number, and net weight Application instructions are provided with each pallet in a weather resistant enclosure. WARRANTY CRAFCO, Inc. warrants that CRAFCO products meet applicable ASTM, AASHTO, Federal or State specifications at time of shipment Techniques used for the preparation of the cracks and joints prior to sealing or filling are beyond our control as are the use and application of the products; therefore, Crafco shall not be responsible for improperly applied or misused products. Remedies against Crafco, Inc., as agreed to by Crafoo, are limited to replacing nonconforming product or refund (full or partial) of purchase price from Crafco, Inc. All claims for breach of this warranty must be made within three (3) months of the date of use or twelve (12) months from the date of delivery by Crafco, Inc. whichever is earlier. There shall be no other warranties expressed or implied. For optimum performance, follow Crafco recommendations for product installation c. 11V 3M" Detector Loop Sealant... easy to use ... superior protection 3M detector loop sealant encapsulates, insulates and protects the wires of a detector loop from the effects of the harsh roadway environment. In tempera- ture extremes, it retains flexibility so the wires are continuously protected to prevent loop failure. Some good reasons you should �- ^^ 3M detector loop sealant: Saves application time 3M loop sealant is ready to use. There is no need to measure, mix or heat and no smoothing is required. Sealant can be applied on crowned or sloped roadways. It will not run to low spots. Outstanding protection Loop wires are held in position and completely contained in a tough, yet flexible, rubber cocoon. Wires are protected against movement, road debris penetration and moisture, eliminating these causes of false calls. Reduced maintenance 3M sealant will not shrink, so call-backs for refilling are eliminated. And sharp objects will not penetrate the tough rubber. Sealant cures with smooth surface so there is no need for finishing. Natural curing Sealant reacts with moisture in the environment to produce a rubber that is resistant to weather, oils, gasoline, antifreeze, brake fluid and road salt. Long la; The seala with age Temper, The seala temperate tures as lc Roadwa: 3M sealar concrete c wet or dry Simple, fast and sure way to do the job right Specifications (Performance Properties) Cured Sealant Hardness (Indentation) Rex Type A Model 1700.........................75 Tensile Strength...... 800 psi (56.24 kglcmz) Elongation ....................... 400% Weathering Resistance XW-Weatherometer (350 hours) ............... Slight chalking Salt Spray Resistance [28 days @ 100'F (38'C) 5% NaCI].................. No significant change in tensile strength and elongation. ARC Resistance .............. 71 seconds Dielectric Constant ........... 6.35 @ 50Hz 4.33 @ 500,000 Hz Wet Sealant Weight .......... 10.0 Ibs.lgal. (1.258 kg/L) Non Volatile Content (by Weight) ....................... 80% Viscosity Brookfield RVF #6 Spindle @ 20 RPM 80-F (27-C) .................. 30,000 cps Tack Free Time (Polyethylene Film) .............. 24 hours Flash Point .................. 109T (43-C) * All results based on 3M laboratory testing. 1. Cut the loop. 3. Install loop wires. 4 60 2. 5 CITY OF RENTON Kathy Keolker, Mayor November 6, 2007 Joshua Helm Ceccanti, Inc. 4116 Brookdale Rd., E. Tacoma, WA 98446 Planning/Building/PublicWorks Department Gregg Zimmerman P.E., Administrator SUBJECT: REVIEW OF SUBMITTALS FOR WTR-27-3344 WATER LINE RELOCATION FOR REALIGNMENT OF BENSON ROAD AND 1-405 OVERPASS — SUBMITTAL 16 Dear Mr. Helm: We received your submittal on October 31, 2007, for the materials to be used on the City's water main and storm water improvements for the above project. Our review comments are: Bid Item DESCRIPTION STATUS 28 Traffic Loops Sensor Replacement Approved Thank you for your submittal. If you have any questions, please contact me 425-430-7208. Sincerely, Andrew Weygandt Water Utility Engineering Specialist mailto:aweygandt@.ci.renton.wa.us H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-3344-Benson Rd - Water Line Relocation\Construction Contract\WTR-27-3344_Submittal-Review_] 1-06-07.docAWgd 1055 South Grady Way - Renton, Washington 98057 R E 1 V T o Z y AHEAD OF THE CURVE This papercorrtains 50 % recycled material. 30 %post consumer 1—r...1 [ En yr 1li-AiN31VIIi 1AU DATE:10/1/07 JOB:40021 ATTN: Kristie Rojas RE: Benson Rd Water Line Relocation SIGNAL ELECTRIC, INC. Contract # 658 PO BOX 6209 KENT WA 98064-6209 ' X 253-395-05 Pp"� 7"1 n a FAX 253-395-0556 j" � a,^'� � { .__ L-.-pie Lat i3ZY�4 _.:i;1:L=>`,JtS:A ISt:C. TO: Ceccanti 4116 Brookdale Rd. E. ICT _ 4 20J? Tacoma, WA 98446 We are sending you the following: ® Attached ❑ Under separate cover via the following items. ❑ Copy of letter ❑ Plans ❑ Specifications ❑ Samples ❑ Change Order ❑ Catalog Cuts ® Other Copies Date Bid No. Description 7 10/01/07 QPL's , RAM for 51-7 Loop Detector Wire, 3M Detector Loop Sealant Crafco Loop Detector Sealant 271 THESE ARE TRANSMITTED AS CHECKED BELOW: ® For approval ® For your use ❑ As requested ❑ Approved as noted ❑ Approved as submitted ❑ Return approved copies ❑ Return signed copies ❑ For review & comment ❑ For bids due NOTES: Please Return I Set of Approved Copy. Thanks COPY TO: SIGNED 04' 14 904. a Estimator Assistant If enclosures are not as noted, kindly notify us at once. I of I .a►. CWaswngl an State PO Department of Trarnspodation Qualified Product List September 19, 2007 Contractor Product Information .......__.._.... Contractor: Ceccanti Contract No: Sub Contractor: Signal Electric Date: 9/19/07 Bid Item: Manufacturer: Advanced Digital Cable, Inc. - Hayesville, NC Product Name: Detector Loop Wire Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Cable Product Description : Detector loop cable: 12 or 14 AWG; stranded copper wire; IMSA 51-3 Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Last Updated : Sep 11, 2007 To be completed by the field inspector: Quantity: Verified By: Date: http://www., vsdot.wa.gov/bizJmats/QPL/QPLPrint.cfm?Eroduct_no=2007061 &product_or... 9/19/20:07 I of 1 A . waShaVton Stae r, Department of Transpoftatkm Contractor: Ceccanti Sub Contractor: Sugnal Electric Bid Item: Qualified Product List Contractor Product Information Contract No: Date: 9-14-07 Manufacturer: Lake Cable LLC - Bensenville, IL Product Name: Detector Loop Cable Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Cable September 14, 2007 Product Description : Detector loop cable: 12 or 14 AWG; stranded copper wire; IMSA 51-3 Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Last Updated : Sep 28, 2006 To be completed by the field inspector: Quantity: Verified By: Date: http://www.visdot.wa.gov/biz/mats/QPLIQPLPrint.cfin?P_�-oduct no=2006021&product_or... 9/14/2007 Detailod Specifications & Technical Data 582115 Non -Paired - Spec 51-7 Loop Detector Wire For more information please call Picture 1-800-Belden I toot . arc dable IMSA Member Description: 14 AWG stranded (19x2,b) bare copper conductors, XLPE insulation, HDPE jacket. PHYSICAL CHARACTERISTICS: CONDUCTOR: Number of Conductors 1 Total Number of Conductors 1 AWG 14 Stranding 19x26 Conductor Material BC - Bare Copper GROUND WIRE: Ground Wire (Y/N) Y INSULATION: Insulation Material XLPE —Cross Linked Polyethylene Nom. Insulation Wall Thickness .031 in. OVERALL CABLING: Overall Cabling Color Code Chart: Number I Color I Black OUTER SHIELD: Outer Shield Material Unshielded OUTER JACKET: Outer Jacket Material HDPE - High Density Polyethylene Outer Jacket Nominal Wall Thickness .030 in. OVERALL NOMINAL DIAMETER: Overall Nominal Diameter .250 in. MECHANICAL CHARACTERISTICS: Operating Temperature Range -30°C To +90°C Bulk Cable Weight 33 lbs/1000 ft. Max. Recommended Pulling Tension 55 lbs. Min. Bend Radius (Install) 2.5 in. Page 1 of 2 Detailed Specifications Technical Data BELL EN 582115 Non -Paired - Spec 51-7 Loop Detector Wire APPLICABLE SPECIFICATIONS AND AGENCY COMPLIANCE: APPLICABLE STANDARDS: EU RoHS Compliant (Y/I) EU RoHS Compliance Date (mm/dd/yyyy): IMSA Specification SUITABILITY: Suitability - Outdoor Suitability - Burial PLENUM/NON-PLENUM: Plenum (Y/N) ELECTRICAL CHARACTERISTICS: Nom. Conductor DC Resistance @ 20 Deg. C Max. Operating Voltage - Other Revision Number: 1 Revision Date: 01-17-2006 C Copyright 2006 Belden, Inc All Rights Reserved. Yes 04/01/2005 51-7 Yes Yes N 2.7 Ohms/1000 ft 600 V RMS Although Belden ("Belden") makes every reasonable effort to ensure their accuracy at the time of this publication, information and specifications described herein are subject to error or omission and to change without notice, and the listing of such information and specifications does not ensure product availability. Belden provides the information and specifications herein on an "AS IS" basis, with no representations or warranties, whether express, statutory or implied. In no event will Belden be liable for any damages (including consequential, indirect, incidental, special, punitive, or exemplary damages) whatsoever, even if Belden has been advised of the possibility of such damages, whether in an action under contract, negligence or any other theory, arising out of or in connection with the use, or inability to use, the information or specifications described herein. All sales of Belden products are subject to Belden's standard terms and conditions of sale. Belden believes this product to be in compliance with the following environmental regulations: California Proposition 65 Consent Judgment For Wire &amp; Cable Mfgs.(San Francisco Superior Court Nos. 312962 And 320342); EU RoHS (Directive 2002/95/EC, 27-Jan- 2003);Material manufactured prior to the compliance date may still be in stock at Belden facilities and in our Distributor's inventory. EU ELV (Directive 2000/53/EC, 18-Sept-2000); EU WEEE (Directive 2002/96/EC, 27-Jan-2003); And EU BFR (Directive 2003/I I/EC, 6-Feb- 2003). The information provided in this Product Disclosure, and the identification of materials listed as reportable or restricted within the Product Disclosure, is correct to the best of Belden's knowledge, information and belief at the date of its publication. The information provided in the Product Disclosure is designed only as a general guide for the safe handling, storage, and any other operation of the product itself or the one that it becomes a part of. This Product Disclosure is not to be considered a warranty or quality specification. Regulatory information is for guidance purposes only. Product users are responsible for determining the applicability of legislation and regulations based on their individual usage of the product. Page 2 of 2 I of 1 GWashington State A Departmerd of iranspcwUtion Qualified Product List Contractor Product Information Contractor: Ceccanti Contract No: Sub Contractor: Signal Electric Date: 9-14-07 Bid Item: Manufacturer: Belden Wire & Cable Company - Fort Mill, SC September 14, 2007 Product Name: Detector Loop Lead-in Cable Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Lead In Cable (Two Conductor Shielded) Product Description : Detector loop lead in cable: IMSA 50-2 Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Note 1 : Use ONLY wire/cable pulling compounds recommended by the wire/cable manufacturer Last Updated : Feb 27, 2006 To be completed by the field inspector: Quantity: Verified By: Date: http://www.wsdot.wa.gov/biz/mats/QPL/QPLPrint.cfr-l?Product_no=l 994201 &product_or... 9/14,12007 I of 1 Wwa.shino*n sty Department of Transportation Contractor: Ceccanti Sub Contractor: Signal Electric Bid Item: Qualified Product List Contractor Product Information Contract No: Date: 9/19/07 September 19, 2007 Manufacturer: American Insulated Wire Co. (A.I.W.) - Pawtucket, RI Product Name: Detector Loop Lead-in Cable Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Lead In Cable (Two Conductor Shielded) Product Description Detector loop lead in cable: IMSA 50-2 Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Note 1 : Use ONLY wire/cable pulling compounds recommended by the wire/cable manufacturer Last Updated : Oct 26, 2005 To be completed by the field inspector: Quantity: Verified By: Date: http:%/www.wsdot.wa.gov/bizlmats/QPL/QPLPrint.cfm?Product_no=1993436&product_or... 9/19/2007 I of 1 Am T%state ,f nep� 1rrortatian Contractor: Ceccanti Sub Contractor: Signal Electric Bid Item: Qualified Product List Contractor Product Information Contract No: Date: 9-14-07 Manufacturer: Falcon Fine Wire, Inc. - Rockwall, TX September 14, 2007 Product Name: IMSA Detector Loop Lead -In Cable Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Lead In Cable (Two Conductor Shielded) Product Description : Detector loop lead in cable: IMSA SO-2 Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Note 1 : Use ONLY wire/cable pulling compounds recommended by the wire/cable manufacturer Last Updated : Jan 9, 2007 To be completed by the field inspector: Quantity: Verified By: Date: http:r/www.wsdot.wa.gov/bizlmats/QPL/QPLPrint.cfm?Product no=2006132&product_or... 9/14/2007 I of 1 .a► Wrkshinglon State WA Department of Transportation Contractor: Ceccanti Sub Contractor: Signal Electric Bid Item: Qualified Product List Contractor Product Information Contract No: Date: 9/19/07 September 19, 2007 Manufacturer: Advanced Digital Cable Inc. - Hayesville. NC Product Name: IMSA 50-2 Standard Spec : 9-29.3, Electrical - Conductors - Detector Loop Lead In Cable (Two Conductor Shielded) Product Description : Detector Loop Lead -In Cable Product Restriction Acceptance Code : 3001 Code Description : Visually verify the product delivered to the job site is the product that was originally submitted by the Contractor and approved from the QPL. This shall be done by signing and dating the 'Field Note Record' representing each pay quantity identified. Note 1 : Use ONLY wire/cable pulling compounds recommended by the wire/cable manufacturer Last Updated : Jul 30, 2003 To be completed by the field inspector: Quantity: Verified By: Date: http //www.wsdot.wa.gov/biz/mats/QPL/QPLPrit.cfm?Product no=2002020&product_or...' 9/19/2007 PRODUCT DATA SHEET CRAFCOINC LOOP DETECTOR SEALANT 271 AN ERGON S COMPANY PART N0. 34271 420 N. Roosevelt Ave. • Chandler AZ 85226 JANUARY 2004 1-800-528-8242 • (602) 276-0406 • FAX (480) 961-0513 www.crafco.com READ BEFORE USING THIS PRODUCT GENERAL Crafco Loop Detector Sealant 271 is a single component, hot -melt, rubberized asphalt material which is formulated to be a stiff, yet flexible, sealant which is ideally suited for sealing traffic loop detector cuts. At application temperatures, Loop Detector Sealant 271 is a thin, free -flowing fluid which pours easily, penetrates narrow traffic loop detector cuts and self -levels; thus, permitting easy application. The Sealant can be used to seal narrow or wide loop cuts in either asphalt or portland cement concrete pavements. After application, Loop Detector Sealant 271 cools to produce a well bonded stiff product at ambient temperatures which resists tracking or pick- up in areas with slow moving or pedestrian traffic. Loop Detector Sealant 271 can be melted and applied to pavements using either pressure feed melter applicator units or pour pots. SPECIFICATION CONFORMANCE Recommended specification for Loop Detector Sealant 271 when heated to the safe beating temperature in accordance with ASTM D5167 is: Test Specification Limits Thermosel Viscosity at 400°F (204°C) (ASTM D4402) 4000cp max Penetration, 125°F (52°C), 50g, 5 sec. (ASTM D5) 50 max. Penetration, 777 (25°C), 100g, 5 sec. (ASTM D5) 10-25 Softening Point (ASTM D36) 210°F (99°C) min. Ductility, 77°F (25°C) (ASTM D113) 15 cm min. Flexibility, 0°F (-18'Q Crafco Procedure) Pass Recommended Pour Temperature 380°F (193°C) Safe Heating Temperature 420°F (216°C) APPLICATION The unit weight of Loop Detector Sealant (34271) is 8.5 lbs. per gallon (1.02 kg/L) at 60°F (15.5°C). A 6' x 40' (1.8 m X 12.2 m) loop which is 3/8" (lcm) wide and 2.5" (6.2cm) deep requires approximately 37 lbs. (16.7 kg) of sealant Prior to use, the user must read and follow the Application Instructions for Loop Detector Sealant (January 2002) to verify proper product selection, heating methods, pavement preparation procedures, application geometry; usageprecautions, and safety procedures. These instructions are nrovided with each nallet of sealant PACKAGING Loop Detector Sealant is available in two package types; self release 3 compartment boxes, and single compartment boxes. The self release 3 compartment boxes contain approximately 25 lbs (11.3 kg) of material. The boxes are palletized into shipping units of 48 boxes and weigh approximately 1,200 lbs. (544 kg). The single compartment boxes contain a non adherent film to permit easy removal of sealant. Each single compartment box contains approximately 30 lbs. (13.6 kg) of sealant Palletized units contain 72 boxes which weight approximately 2,160 lbs. (980kg). Pallets of sealant are weighed and product is sold by the net pallet weight. Boxes of either type use tape closure and do not contain any staples. Boxes are labeled with the product name, part number, lot number, specification conformance, application temperatures, and safety instructions. Palletized units are protected from the weather using a two mil. thick plastic bag, a weather and moisture resistant cap sheet, and a minimum of two layers of six month U.V. protected stretch wrap. Pallets are labeled with the product part number, lot number, and net weight. Application instructions are provided with each pallet in a weather resistant enclosure. WARRANTY CRAFCO, Inc. warrants that CRAFCO products meet applicable ASTM, AASHTO, Federal or State specifications at time of shipment Techniques used for the preparation of the cracks and joints prior -to sealing or filling are beyond our control as are the use and application of the products; therefore, Crafco shall not be responsible for improperly applied or misused products. Remedies against Crafco, Inc., as agreed to by Crafco, are limited to replacing nonconforming product or refund (full or partial) of purchase price from Crafco, Inc. All claims for breach of this warranty must be made within three (3) months of the date of use or twelve (12) months from the date of delivery by Crafco, Inc. whichever is earlier. There shall be no other warranties expressed or implied. For optimum performance, follow Crafco recommendations for product installation '�• --.a:�:� �' �' ::i t-ter.,,..• �.-. -'..:,a<:h.'o.�r.gatl WEok 4`r E @a i'wRL7. r�..44, AW �"' �-� w'C � a 'r' A �yy '�F,.�• � x 'ski sue, � y.,yx. �I����� f �`K 4' `� w �: •� . 3e1' �** � 1 �."� a. +✓ s% t [' � l t '�: 7 y �/�t-..F,..: ems. a � Z 3Af' Detector Loop Sealant... easy to use...superior protection 3M detector loop sealant encapsulates, insulates and protects the wires of a detector loop from the effects of the harsh roadway environment, In tempera- ture extremes, it retains flexibility so the wires are continuously protected to prevent loop failure. Some good reasons you should -^ 3M detector loop sealant: SaN,es application time 3M loop sealant is ready to use. There is no need to measure, mix or heat and no smoothing is required. Sealant can be applied on crowned or sloped roadways. It will not run to low spots. Outstanding protection Loop wires are held in position and completely contained in a tough, yet flexible, rubber cocoon. Wires are protected against movement, road debris penetration and moisture, eliminating these causes of false calls. Reduced maintenance 3M sealant will not shrink, so call-backs for refilling are eliminated. And sharp objects will not penetrate the tough rubber. Sealant cures with smooth surface so there is no need for finishing. Natural curing Sealant reacts with moisture in the environment to produce a rubber that is resistant to weather, oils, gasoline, antifreeze, brake fluid and road salt. Long la The seala with age c Temper. - The sealai temperatu tures as to Roadway 3M sealan concrete a wet or dry 3 Simple, fast and sure way to do the job right Specifications (Performance Properties") Cured Sealant Hardness (Indentation) Rex Type A Model 1700......................... 75 Tensile Strength...... 800 psi (56.24 kg/cm2) Elongation ....................... 400% Weathering Resistance XW-Weatherometer (350 hours) ............... Slight chalking Salt Spray Resistance [28 days @ 100'F (38'C) 5% NaC11.................. No significant change in tensile strength and elongation, ARC Resistance .............. 71 seconds Dielectric Constant ........... 6.35 @ 50Hz 4.33 @ 500,000 Hz Wet Sealant Weight .......... 10.0 lbs./gal. (1.258 kg/L) Non Volatile Content (by Weight) ....................... 80% Viscosity Brookfield RVF #6 Spindle @ 20 RPM 80"F (27'C) .................. 30,000 cps Tack Free Time (Polyethylene Film) .............. 24 hours Flash Point .................. 109'F (43'C) * A11 results based on 3M laboratory testing. 1. Cut the loop. 3. Install loop wires.