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Coppell Trade 3-SP140122 MYCON General Contractors, TRANSMITTAL Inc. 208 E.Louisiana Street,Ste.200 No. 00031 Phone: 972-529-2444 McKinney,TX 75069 Fax: 972-562-0009 PROJECT: 14002N Coppell Trade Center Ph III DATE: 01/22/2014 TO: City Of Coppell REF: Submittals-Site Utilities Product Data 265 Parkway Blvd Coppell, TX 75019-9478 ATTN: Larry Davis WE ARE SENDING: SUBMITTED FOR ACTION TAKEN: E l Shop Drawings Q Approval ❑ Approved as Submitted ❑ Letter ❑ Your Use ❑ Approved as Noted ❑ Prints Fl As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit ❑ Plans 0 Submit p Samples SENT VIA: p Returned ElSpecifications Q Attached ❑ Returned for Correctionss inOther: Made from Submittal Fl Separate Cover Via: Email ❑ Due Date: PACKAGE SUBMITTAL REV. ITEM NO. COPIES DATE ITEM DESCRIPTION STATUS 020000 02500 001 1 1 01/22/2014 SUT Dwg:Title: Site Utilities Product Data NEW Desc: Site Utilities Product Data Remarks: Larry,Attached is the site utility submittal package for your review and approval. , '/ ��I 0° 1 '4 I z . ,, i CC: Dayton Macatee,Civil Engineer Signed: GA , Carla Wolfe Primavera le Exhibit L SUBMITTAL COVER MYCON MYCON Project # 14002N General Contractors Project Name: Coppell Trade Center Ph III Architect: City of Coppell- Larry Davis Specification Section: 02500 Date Prepared: 1/22/14 Contractor: Rumsey Construction Subcontractor's Name: Corey Caughron Subcontractor's Phone: 214-614-8140 Manufacturer's Name: Manufacturer's Phone: Item: Site Utilities Product Data ARCHITECT/ENGINEER'S STAMP CONTRACTOR'S STAMP SHOP DRAWING REVIEW The checking of these Shop Drawings, Brochures and/or submitted data does MYCON not relieve the subcontractor and/or vendor with the compliance to the contract documents. General Contractors Reviewed By: Ryan Stoll 7 Recommended as Noted Date: 1/22/14 I I Revise & Resubmit I I Rejected MYCON General Contractors, Inc. 208 E. Louisiana, Suite 200 McKinney, TX 75069 Phone 972-529-2444 Fax 972-562-0009 BUILD WITH A STRATEGIC EDGE F:\Policies & Procedures\MYCON Forms\Project Management Forms\Submittal Cover.dot, Created on 2/7/2006 3:54 PM Waterworks No SUBMITTAL COPPELL TRADE COPPELL, TX RUMSEY DEVELOPMENT LLC 4328 MARSH RIDGE RD. CARROLLTON, TX 75010 Submitted By: CHANCE DAVIS Email: CHANCE.DAVIS@FERGUSON.COM Ferguson Waterworks ;PI 2650 South Pipeline Rd (f) 81726T3912 Fu1.2,!-. 7H140 wwwJergusoncorn TABLE OF CONTENTS PRIVATE SANITARY SEWER • PIPE o DIAMOND PIPE-SDR35 PVC PIPE o NORTH AMERICAN PIPE-SDR35 PVC PIPE o VINYLTECH-SDR35 PVC PIPE o HARRIS INDUSTRIES-2X1000 GREEN DETECT TAPE • FITTINGS o MULTIFITTINGS-GASKETED PVC SEWER FITTINGS • WATER-STOP GASKET o VERTEX-WATER-STOP GASKET PUBLIC WATER LINE • PIPE o DIAMOND PIPE-C900 DR14 PVC PIPE o NORTH AMERICAN PIPE-C900 DR14 PVC PIPE o VINYLTECH-C900 DR14 PVC PIPE • FITTINGS o TYLER- DOM MJ C153 FITTINGS o EBAA-MEGALUGS FOR C900 PVC o PROSELECT-MJ C153 BOLT GASKET PACKS • SERVICE MATERIAL o CERRO-"K" SOFT COPPER TUBING o MUELLER-"BR2B"CC BR.Z DOUBLE STRAP SADDLE o MUELLER- "H15000" CC X FLR CORP STOP o MUELLER-"H14276" FLR X FLG ANGLE METER STOP • METER BOXES o BASS AND HAYS-"B55A" 28X18 GALV METER BOX W/ 1 SLOT AMR • HYDRANT o MUELLER-"A423" 5-1/4 OL HYDRANT • GATE VALVES o MUELLER-"A2360" MJXFLG OL RW GATE VALVE o MUELLER-"A2360" MJ OL RW GATE VALVE • RISER o AMES-FLG X CIOD SS IN BUILDING RISER PRIVATE SANITARY SEWER * PIPE o DIAMOND PIPE—SDR35 PVC PIPE o NORTH AMERICAN PIPE—SDR35 PVC PIPE o VINYLTECH—SDR35 PVC PIPE o HARRIS INDUSTRIES—2X1000 GREEN DETECT TAPE 0 _ _ Sani •-2 1 rm..pvc Sewer pipe MP THE ilst CENTERVE SPECIFICATION DATA ... a . D3034&F679 °'" j SEWER SPECIFICATION DATA Diamond gravity sewer pipe 4 inches t� through 48 inches shall be made of ' compounds conforming to material requirements of ASTM D3034 and ASTM F679 in accordance with � � p ASTM D1784.Diamond PVC Sewer Pipe meets all the dimensional, chemical,and physical requirements as outlined in ASTM D3034 and ASTM F679. The pipe sizes 4 inches through 48 inches ' d are made with an integral bell f i "water-tight"joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth.Diamond furnished lubricant is to be used in the joining process. Physical Properties of ASTM D3034&F679 " Pipe Stiffness Pipe Materials: Pipe Modulus Pipe shall be made of PVC plastic having a minimum cell SDR E= 400,000 E=500,000 classification of 12454 or 12364 as defined in Specification 41 40 35 D1784. 35 46 57 Property ASTM Minimum 26 116 157 Test Specific Gravity D792 1.40 Tensile Strength,psi D638 7,000 Tensile Modulus,psi D638 400,000 IZOD Impact Strength, D256 .65ft.,lb./in. SHORT FORM Specification for Diamond PVC Solid-Wall Sewer Pipe SDR 26 or SDR 35 or PS 46 or PS 115 Diamond PVC Solid-Wall Sewer Pipe shall be made of compounds conforming to ASTM D1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679.Diamond PVC Sewer Pipe must meet all dimensional,chemical,and physical requirements as outlined in ASTM D3034 orASTM F679.Diamond PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321.Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology.Uni-Bell UNI-PUB 6,"and the manufacturer's requirements." Olt) DIAMOND . PLASTICS® C R 13 C R A 7 C sa m...,.wtl Corporate Headquarters•1212 Johnstown Road•P0.Box 1608•Grand Island.NE 68802-1608 SANITARY SEWER PIPE FOR THE 21st CENTURY 8 S i-21 Tftil. an _ . . PVC Sewer Pipe _ 1 44C:* 1:1 sppc1,1c41,TIC'. D-T!=, . ., 2 1 -__ _- Reiber Joint Illustration . . DC A . . „... aw....1004 ., , .. . .. ... . ..... ....... -. ... '-'-:•.,:.,.. 1,-': Sani-21 is supplied in 14 foot and 22 foot laying lengths. ,.4--.,•-*, ....i",P.s.2..;;,,- ( Sani-21 TM ) D3034&F679`.,EV ,r1P S;)•.1..,_1•71-C...)1‘.Dicr:, trena1 S L.. t....„t 1 Nominal Outside Bel Socket Socket Insert Wall Thickness Wall Thickness (tt Pipe Size Diameter A Diameter B Depth C Mark D 501126/PS115 SDR35IPS46 Inches !riches Inches Inches Inches tti Inches (t)Inches 'IIMMIIIIIIIIIIIIIIMINIMMIIMMIIIMIIMIIMIMIIIIIIIMMMIIIIIMIIIIIMIMIMIIII D-3034 Pi i e Dimensions Affisiossimmissijossimismismilmium Me1111111111111111111111111111111111111111111■111111111■ 6 M 1112111111111.11/1.— 4-44044'`.;:7 , illi 0.180 . '—' 0.323 • • 10 10500 12-3/8 3/4 *24:',,,,apk. 0.404 0.300 7-44. 12 12500 14-5/8 " .14.4:777-1/4" 47771 0.481 0.360 15 15300 18 .77'774 .``7`.743F,4" - ':,:ir,,,,-,,' ''.`, 0.588 0.437 F-679 Pi. - Dimensions . -, -4 7 4.4 . ' 18 '18.701 21-314" 7.7. 7-3/4"7 - ',..,44` 7" ;;.77 0.671 0.499 21 22.047 -:.17 1 25-1/2" ; 7-3/4 :4.77 7" .1.? 0.791 0.588 24 24.803 28-3/4" ` 8-1/2'4. ", 7-1/4" 17-, 0.889 0.661 27 27.953 32-1/2' 7: 8-1/r:1 ,- 7-1/4 , ,,,„ 1.002 0.745 30 ciod 32.000 37-1/4" 7`.71',,77,„ , 12" 7174 ,`..;:1 10" , , .477. 1.148 0.853 36 clod 38300 43-114" 447744,12" ibl,:i. ,.,,T, ,..,viite,.':;:- 1.373 1.021 42 ciod 44500 53" 7*,, .`4,..`,.`..177,!.."1"."13" 1.187 49 ciod 50.800 60" 16 74-77 7 "777- 13" 1.355 Prices are subject to a firm policy of"Price in effect at time of shipment on regular purchases' DIAMOND 2 PLASTICS® coRpoRATIO r4 Corporate Headquarters• 1212 Johnstown Road-P.O.Box 1608•Grand island,FE 68802-1608 SANITARY SEWER PIPE FOR THE 21st CENTURY C) AO 21a { NSW WM a ' roar RS ar a awe•s I *-'-''''' ,,, l .6 6t Product Description: 'or iipp 0 . i ' ASTM D3O34 Gravity Sewer Pipe �..f North American Pipes ASTM D3034 Gravity Sewer PVC product line is manufactured to meet the 0 .� needs of modem municipal waste water systems, I , residential waste water control and other non- e With/ t pressure applications. th top quality raw materials and modem processing technology North American Pipe's ASTM D3034 Gravity Sewer pipe \1��,! t meets all industry standards in addition to our own rigorous quality control standards. North American Pipe's ASTM D3034 Gravity Sewer pipe utilizes j Reiber style gaskets throughout the entire product i , offering.North American Pipe produces a full range :. \ 7" .""'".1) ' )C 1 ' C of ASTM D3034Gravity Sewer pipe in SDR-35 and SDR-26 class cations.Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe"Right,On Time All the Time". gm*pr�oduct;#s �lac de nce wig the tone-wing specifications: ASTM D3034 ASTM D1784 ASTM F477 ASTM D3212 $111trilt Forte_ ion for +Ma It PIp orporatio a " a i. :I24+ tt,T 8pid_in x .. : Irh. w r td . ".:.'...;e:e.,14 1= 1.-, , .., .!..erollto pros Ks 01'200b 2801 Post Oak Blvd./ Suite 600 I Houston (TX I 77056 Phone: 713-840-7473 Toll Free 800-999-7473 Fax: 713-552-0087 ''"'•••". • ••-c 46: ""W • , 4 • • y ASTM 03034 Gravity Sewer Pipe T L c 00 -- ••• • • 1 • " , .,,,• •••• • • ' . • . • • . 6.275 75O 6.40 , „. 10.500 1228 7.16 12.500 * ” . . 8.04 - 15.300 1715 9.61 75O0 •, -• • • • , .• , -• .••• • • ,178 .180 24f--':;:: .265 .300 ' .360 481 .437 888 Note. These dimensions sty for estimating parrprrans only •D11(19025100 givers for Approx.WO Drameter(BD)is for hrgkrest prem.class Nornnial(top*,dpth wits vary b). a clam ROY'. ,2(106 2801 Post Oak Blvd. I Suite 600 I Houston I TX I 77056 Phone: 713-840-7473 Toll Free 800-999-7473 Fax: 713-552-0087 VINYLTECH SEWER PIPE VSN3X7;.TEGTi TECHNICAL DATA SUBMITTAL Y T s „ . ,. . ,.,,,,„,„,i., ,,,„„,-„,.„,,,„,*„,„ CONFORMANCE GASKET JOINT These specifications designate the requirements The gasket shall be reinforced with a steel ring y for manufacturing and installing Vinyttech PVC and meet the requirements of ASTM F477. sewer pipe. Vinyltech pipe shall have an integral bell end with ASTM D 3034- Standard Specification for Type a locked-in factory installed gasket and shall meet PSM Poly(Vinyl Chloride)(PVC)Sewer Pipe and ry the requirements of ASTM D 3212. Fittings ASTM F 679-Standard Specification for Poly(Vi- MARKING nyl Chloride)(PVC)Large-Diameter Plastic Gray- ity Sewer Pipe afini fittings The pipe shall be marked in accordance with ASTM D 3212-Standard Specification for Joints ASTM D 3034 and F 679. for Drain and Sewer Plastic Pipes Using QUALITY CONTROL Flexible Elastomeric Seals ASTM F 477- Standard Specification for Elasto- Requirements for manufacturing and testing rnenc Seals(Gaskets)for Joining Plastic Pipe are conducted in strict accordance with ASTM ASTM D 1784- Standard Specification for Rigid specifications and are outlined in ASTM D 3034 Poly (Vinyl Chloride) (PVC) Compounds and and F 679. Chlorinated Poly (Vinyl Chlork ) (CPVC) Com- pounds INSTALLATION ASTM D 2152 - Standard Test Method for Recommended installation procedure of Extruded Poly (Vinyl Chloride) (PVC) Pipe and Vinyttech Corporation and the Uni-Bell PVC Molded Fittings by Acetone Immersion Pipe Association are outlined in ASTM D 2321, ASTM 0 2444 - Standard Test Method for Underground Installation of Flexible Thermo- Determination of the Impact Resistance of Ther- plastic Sewer Pipe. Vinyltech recommends the moplastic Pipe and Fittings by Means of Tup(Fall Un/Betl Handbook of PVC Pipe as an invalu gill ing Weight) able resource guide. ASTM D 2321 - Standard Practice for Under- ground Installation of Thermoplastic Pipe for HESEMBUN6 THE pw Sewers and other Gravity-Flow Applications ASTM D 2412 Standard Test Method for Assembling of PVC Sewer Pipe is easily ac- Determination of External Loading Characteristics c omplished by hand or by using a bar and of Plastic Pipe by Parallel-Plate Loading block.A depth of entry mark serves as a visual IAPMO(File No.2128)-Uniform Plumbing Code check for rapid, accurate joint inspection. Do (UPC) -Vinyttech sewer pipe is IAPMO listed for not over insert. ASTM 3034 SDR 35 4-15 inch and SDR 26 4-12 inch. 1) Remove any mud, sand, or other foreign matter from the belled and spigot ends of PIPE COMPOUND the pipe.Carefully dean the gasket area. The pipe shall be extruded from compounds 2) With a clean applicator (a brush or hand) DA! meeting the requirements of Cell Classification lubricate the entire surface of the pipe from 12454-B, as defined in ASTM 0 1784, Standard the spigot end to the depth of entry mark Specification for Rigid Poly(Vinyl Chloride)(PVC) and the contact surface of the gasket with Compounds and Chlorinated Poly(Vinyl Chloride) Vinyltech Brand Lubricant. (CPVC)Compounds. 3) Brace the bell to avoid disturbing the al- PIPE ready installed joints. Align the pipe, insert Vinyttech pipe shall be manufactured in accor the spigot into the bell and push. dance with ASTM D 3034 and ASTM F 679. 4) Do not insert past the entry mark line. gill NIN,YI:1kt;td C AA PYC•FIPE 201 S.61st Avenue•Phoenix,AZ 85043 AN e t?fTERTAIL COMPANY rr 602 233-0071 •602 272-4847 Fax-www.vtpipe.00m VINYLTECH GRAVITY SEWER MAIN V T TECHNICAL DATA SUBMITTAL ft.v -4 '',,, .v11, IC 1,,,.."0. ASTM D 3034 SDR 35/PS 46 PVC SEWER PIPE NOMINAL SIZE OUTER MINIMUM 14 LENGTH 20'LENGTH (IN) (mm) DIAMETER(IN) WALL WEIGHT(LB/100) WEIGHT(LB/100) I miiiiiiiiiimirwigam mom -whims.=ING■iii 'aihaime=iiiiiiiiiiummoilierisimummi 6 (150) 6.275 0.180 232.6 229.0 i/RWAIIIIMaiiiMi Miiiriiall11/MiiiitiMillIMMINNININ 10 (250) 10.500 0.300 657.4 643.9 12 (300) 12.500 0.360 944.1 922.7 15 (375) 15.300 0.437 1390.0 1361.0 ASTM 0 3034 SDR 26/PS 115 PVC SEWER PIPE NOMINAL SIZE OUTER MINIMUM 14'LENGTH (IN) (mm) DIAMETER(IN) WALL WEIGHT(LB/100') 4 (100) 4.215 0.162 150.0 6 (150) 6.275 0.241 320,0 8 (200) 8.400 0.323 580.0 10 (250) 10.500 0.404 900.0 glal 12 (300) 12.500 0.481 1300.0 15 (375) 15.300 0.588 2000.0 lall ASTM F 679 PS 46 PVC SEWER PIPE IMO NOMINAL SIZE OUTER MINIMUM 14'LENGTH 11111 (IN) (mm) DIAMETER(IN) *21 (560) 22.047 WALL 0.588 LB/100' 18 (475) 18.701 0.499 2115.0 2962,0 *24 (630) 24.803 0.661 3740.0 111:11: ASTM F 679 PS 115 PVC SEWER PIPE rillIl NOMINAL SIZE OUTER (IN) (mm) DIAMETER(IN) WALL LB/100' 18 (475) 18.701 MINIMUM 0.671 14'LENGTH 2790.0 illa *21 (560) 22.047 0.791 3940.0 *24 (630) 24.803 0.889 4980.0 bilil *Northern Pipe Products an VINWITY, A 201 S 61st Avenue-Phoenix,AZ 85043 602 233-0071 •602 272-4847 Fax•www.vtpipe.com AN it 01TERTAIL COMPANY HARRIS Technical Specifications INDUSTRIES, INC. DETECTABLE UNDERGROUND TAPE Harris DU-Series Specialists SPECIFICATIONS: in Safety Detectable warning tape consists of a nominal 4.5 mil (.0045") overall Identification thickness, with a solid aluminum foil core. The imprinted warning Products message is "Buried, or Encased" to prevent ink rub-off, and is impervious to acids, alkalis and other destructive elements found in soil. The imprint is as such that it allows for total reflectivity. A tape must be visibly seen before it can be read. II. TEST DATA: Material Identification: 4.5 Mil Detectable, 3" & 6" wide Test Procedure: ASTM-D-882, Method A Specimen Conditions: 73°F/ 50% R.H. Test Temperature: 73°F Harris west Elongation: 90% 5181 Argosy Avenue Tensile Strength (Transverse) 5,530 psi Huntington Beach,CA 92649 Tensile Strength (Longitudinal) 4,544 psi Phone* Roll Weight - (3"x 1000') / 7.5 lbs. (714)898-8048 (BOO)222-6895 Roll Weight - (6"x 1000') 15 lbs. FaX' (714)898-7108 III. LEGENDS/COLORS & IMPRINTS: (800)228-1274 Caution Buried Line Below (Red or Yellow - Electric), (Yellow - Gas), (Blue - Water), (Green - Sewer), (Orange - Fiber Optic - Telephone - Oil) are some examples. Please see our catalog for a full list. IV LOCATABILITY: Harris recommends the use of an industrial grade non-ferrous metal locator utilizing inductive location. The metal mass in the tape is what the locator will pick up so the deeper the burial, the wider the Harris East tape should be. 181 Conant Drive Pawtucket,RI 02860 Conductive location is attainable, however, when clipping on to the tape there must be complete contact with the foil. The foil is Phone (401)727-3160 laminated between 2 layers of plastic making it somewhat difficult (BOO)443-2221 to achieve a proper clamp. Fax: (401)727-3162 12/06 Note: Custom Imprinting is available upon request. • FITTINGS o MULTIFITTINGS-GASKETED PVC SEWER FITTINGS TRENCH TOUGH PLIJS" ...., ,Alf A.- GASKETED SDR36 SEWER FITTINGS . input on tn.',11.1-ti * Ideal for use in wastewater, stormwater and ...,...-„.... ...._ . .i . ,....,_. industrial waste applications, '...-:',,,' ••••,1:',,, IN:, • .•,..„. .1.•'•:::-. • Reinforced to SDR26 thickness at key locations such as the branches of tees and wyes for optimal . ' ii I diiiiii.,,iiiiid 'l 2 idng-term performance. ilti;liiiii 1 " 18' . .. . .,. 0 Joint withstands 15 psi hydrostatic pressure ,-iit.:', ,fli.,T,,,, ,, :„, --;,-,,,, -,,...•.: ' and a-10.8 psi vacuum pressure. 1 Leak-proof at 5 joint deflection and 5% ring deflection, . _ . . .. . TRENCH TOUGH PLUS7" LARGE DIAMETER MOLDED SDR36 ,!:--lii ..•ge.::: SEWER FITTINGS injection O Multi is the only manufacturer to offer 12' and 15' Mdced :`,'",;14;•: „Iri. '&j1,0- -'':'.,,i4. 12 -15 molded fittings. ...„... „.., „ • Designed to exceed all applicable standards and ar , „. , ... are built to withstand higher impact forces, higher Icacis and jobsite conditions, • Reinforced at key intersecting locations for added strer:gt without los;ng flexib!ht . GI TRENCH TOUGH PLUS' --;,;-.4-N:::,...::-: ?•,-,,,,,,,,,h,,, HEAVY WALL SDR26 GASKETED , .: .. .., ini,:tron SEWER FITTINGS ::,;;;.:,, '', •.•-::::i.: 0 ., 1 ... ',),it::.1 •:,I* - • Compatible with SDR26 and SDR35 sewer pipe and are used in areas where the installation conditions are more challenging, such as deep h;..ior.c-ifflt burial applications or projects in poor sails. 12- • 16" « Service fittings are manufactured with an extra l'' '''',••f.,;:..,,, ,;„,,.:!:k' l't:„. ' :* heavy wad" SDR24 thickness. --- • • Easily identifiable with its grey gaskets. PVC SEWER FITTINGS i 5 0 CHART SPECIFICATION spECIrl'-'''' EMI= SIZE RANGE REFERENCED.,tSTAND..,„41:11St„ , ',T1,; upTIONE ; .,,,,,T:r-,. ,-.1,2,.1..,,,p.-:,20.4:elyvlirt;•,:.vg,:)1.0.--t,J, .,,r,l'.:,;,..i.',-,..,, -,.....:444..- 24-##„'.;14,4:44.. SEWER FITTINGS ., , telvv-.......,:i..,(,:v::.' 7„,: 4:14,a4;„,,,, S8.--- !„.4,P; ,„,. , . 01 ...:),14,41,,,,,.. .- -,,g',:e2-ii:,,._:t,,-;v:A-'1,,:5'i ,!-,:;•1--;',..i,. ::., - ,.. , 14:- "-- i -',,,,f4ift,?-,3,,,l'..!..v,,,,',,,,f',,-;, ,‘,:.,;,,,,,,,,,,,,,,.', 1,1„.,;,rff.,,,,...,-,-...,!„,,g,,,,s12.,,:,' ','', . '7,:l.."1,:LoriklaW:1V-1!";11,, ffiLlI'l!.41iiff:1,','"C,I:',,.5.",',I-Tr..,..,,,,,,,..., i,,,...140 ,,,7- ! ', ' , ;64'10‘'I'Ig.,;ri4I,";,,,,,'-',4',".&::':•■'ItI,I&I.I.:, ,,,l'7.,;14°"1?"?''1,t7i."."'';''';''''',';',.,"; I A sTm D3034, F679, F170 li'2,'",;::IPI"4',.' up to 12' , ....„,., , SDR26 i, FABRICATED: __doh Plus up to 27' = Trenth Touch Wall tI"r, ,-1-,;,4.;IItt*:,,,11,;-. *St::WI;'*',*096111:14,11'1,',1I:',,,, Gasheted Heavy „,,,,, ,;*,1,'"--,, t11.1*,,,, ,:**1:04,-Ipitlkl,!!'d4tfr.,t:4:',. tm'c'jt',,,,,',, 7'.'H-7:.'P,'-:,'i',:..,;,.''.,;z,I,-:2''t'A'::',t'',"'j'.,'''I':','',,1':'<',,''''',„?.,„''',,j'f.'r:-',"l','il'',:'''1,;'''' ,„E ,,,°. 1ii''''': '''',_,,,'' ,,1-, ,,,-''''';',4/,-.. ,,, ,4iiiiiiitt„.(,':'-'=1':': 4::'„7, *J4 -, ',Iy, r.„, 1). Tm D2665(b, 8,8.) Ill o'iOD'****t`1,f1,73T,:,:::,,,,,,',',~,-:,-';':,s,',„„7'.,:,'-. 1 t4xcTIoN Mo._DE . As ,_.&811 ) . , --1311:71;, NSF 14 toots.,It s 8” SA R1812 1 S D R 35 FABRIC ' AsT441 fll'4.-• , * Weld 4,....." #44r010304 Solvent 1 vi11 1 004 iiiia;1/# .;::''',, - '' = ifi„LC1*14 .', CSA, IAPMO, NSF -,:, -- ..'.,...',.. , ; PVC IS1M ')3034 DWV Schedule 40 PVC 1 6'- 1:"E.-.:,-1,"I'tt, A,IAPE111-7, " * .I 10" *24' e,,, id Etc FABR ICA D: , '..:..--:". ' ., '' , •, , - - a- - Oiii4(* t°r ;',!':::,;:'. -,: , SIZE RANGE I RE, FERENC_E,,D,,SoTtAFaouNDAcoeoRDS apTIONS 14,40A C900%/'"7V FITTINGS fittl 7 PRESSURE , ,,' „t, - , " . . fittiP_O)',1,.."..;;4,';'4, ‘04.53,'' 1 IkECT., to.ia. " I.. ' 1.,-44011,1,2„,' _4' ,-,,,,,i4.A-3-'''-'31.,;,, -...- 1w-didto ,.,.... ,..,..,i0e.,,.i,,,.ted ..--.....- , , ......._:,,..,,,,, i --,,,- .., 4 '-etch'" :a 1$'43%':1';', ',;;-51' , . .- ,., , ..i-_,, DR 32.5 .1 .f.,...- '..,, ,..,, , ,," . :.,„,...-,' . t441:.'w .-:.: _..--. '-. ..Blue; .,..., .7.claw' ., , . _... ' .ict**:4W ..............". - _ ' Underwriter's ""1, (;0)0/040s/FA,G0,,, .00 18, ; ,,,..,,,;;,,;.:";,:,,,, :tt' 1 .--- DR 14 ' D1093. - D22 41,F477 l'h*-8' 3 1 csA 8137* , , • NSF-61 es INJECTION MOLDED: ASTAA D17E34,0313% ' DR 21 ATLD: Cycle Tough I ; FABRIC . ' 10 4 1., Pressure Cs YeCii Series 20FoitItpinsgspifp°er ,,,, * "-, I 10 I EASY SPECIFICATION CHART • WATER-STOP GASKET c� VERTEX—WATER-STOP GASKET Banding area if needed. v. Sym Revisions Date By ti„,,,,, , , Clean and bevel pipe before the 1 gasket is stretched onto the OD 1 as shown. If needed, stainless clamps placed in grooves. As I.D. pipe is placed into MH wall, ' center gasket in wall cut—out, Manhole s support pipe, pack cut—out with cut—out proper grout, backfill after it for Pipe has fully set—up. inlet. To bei grouted /V ” i ��fi�` around -lhe' Typical Installation of the • � waterstop. Vertite Waterstop Gasket. O.D. z 4"-12" Profile shown. Typical PVC Pipe i Beveled cut—end L Structure A ,, Elastomeric ready to receive - 4"7 / 0 i? Seals Waterstop Gasket. wall. ` j 11oaadore OH 44260 USA Description VERTITE W—S, Waterstop Material C425, C443 C923, F477, 50±5 Scale Date 1 Drawn By Die Number Note 12-28-00 WCA V-0032 PUBLIC WATER LINE • PIPE o DIAMOND PIPE-C900 DR14 PVC PIPE o NORTH AMERICAN PIPE-C900 DR14 PVC PIPE o VINYLTECH-C900 DR14 PVC PIPE C900. PVC Pressure Pipe tOSPECIFICATION DATA Diamond(C900)PVC Pipe(4"through 12") is made of 12454 compound per ASTM D1784,in accordance with the dimensional, chemical,and physical requirements of AWWA C900. Diamond(C900)PVC Pipe bears the mark of NSF,International(NSF),the listing of Underwriters Laboratory,Inc.(UL),and (DR14&DR18)bears the listing of Factory Mutual(FM).Some factory locations produce C900 bearing the mark of the Canadian Standards Association(CSA). Diamond(C900)PVC Pipe utilizes a gasket, per ASTM F477,to seal the integral bell socket rJ to the spigot of the next joint(which conforms to the requirements of ASTM D3139.)Each male end is beveled to facilitate joint assembly, and the spigot is referenced marked to ensure proper insertion depth.Diamond furnished lubricant is to be used in the joining process.Specialty gaskets may be available upon request. Diamond 0900 is supplied in 20 foot laying lengths. (120 Underwriters Laboratories Inc.® Physical Properties of PVC 12454: Property ASTM Minimum Test Specific Gravity D792 1.40 Tensile Strength,psi D638 7,000 Tensile Modulus,psi D638 400,000 444:0°' Clts IZOD Impact Strength D256 .65ft.,IbJin. APPROVED SHORT FORM Specification for Diamond C900 PVC Water Pipe Diamond C900 PVC Water Pipe shall be made of compounds conforming to ASTM 01784 with a cell classification of 12454.Diamond C900 shall meet all the dimensional,chemicaLand physical requirements as outlined in AWWA C900 and will be supplied in 20 foot laying lengths.Joints shall meet the requirements of ASTM 03139 and shall be formed using Rieber Technology.Gaskets shall meet the requirements of ASTM F477. Potable water pipe shall be manufactured from National Sanitation Foundation(NSF)approved compounds. r. DIAMOND PLASTICS* CORPOF AI ON Corporate Headquarters•1212 Johnstown Road•P.O.Box 1608•Grand IslandNE68802-1608 DISTRIBUTION PIPE FOR THE 21st CENTURY s t::1 Rieber Joint Illustration 4—E • Is A t Extreme Testing conditions ._..,.,.. .•.. C900 PVC pressure Poe.available in pressure stings fora wide range of watts 4' transfer applications(Available in is F from 4°through 12") C9OTM ) AWWA C900 SPECIFICATION DATA Nominal Outside Dia Bell Dia. Approximate Assembly Assembly C900DR-14 C900 DR-18 (900 DR-25 Pipe Size A B Bell Depth C Mark 1(D) Mark 2(E) 305 psi 235 psi 165 psi 0 in (mm) Inches Inches Indies Inches# Inches# Min Wall(t) Min Wall(t) Min Wall(t) Inches Inches Inches 4" (100) 4.800 6-1/2" 6 r}t "d 1/4" 4" 0343 0267 0.192 1; s.r 6" (150) 6.900 9114" 65 € t 0.493 0.383 0276 l N;r 8" (200) 9.050 11 3/4" 7 5-1/8" 6-1/11" 0.646 0.503 0362 10°(250) ' 11.100 14-114" 7.5 5-3/ X60" 0.793 0.617 0444 12"(300) 13.200 16-3/4" 8 1 " ''P",v 7-1/8" 0.943 0.733 0.528 Possession of this page does not constitute an offer of sale" #Tolerance of+/-1/4"allowed DIAMOND 21 PLASTICS* CORPOR AT ON Corporate Headquarters•1212 Johnstown Road•P.Q Box 1608•Grand Island,NE 68802-1606 DISTRIBUTION PIPE FOR THE 21st CENTURY 7 r worth American P1 a Corporation r"� r ir a AWWA C900-07: Municipal Water Pipe North American Pipe's AWWA C900-07 PVC product line . mot- is manufactured to meet the needs of modern , municipal water distribution systems. With top quality i ° -1,41 4 raw materials and modern processing technology, North American Pipe's C900-07 pipe meets all industry ' standards in addition to our own rigorous quality control standards. North American Pipe's C900-07 pipe utilizes Reiber style gaskets throughout the entire Ems:.. " ' product offering. North American Pipe produces a full range of CIOD pipe in DR-14, DR-18, and DR-25 classifications. Whether specifying or installing our pipe, you can be assured that North American Pipe will x _a provide the pipe "Right,On Time, All the Time". Short Form Specification AWWA C900-07 Municipal Water Pipe Pipe Standard: AWWA C900-07 Pipe Compound: ASTM D1784 Cell Class 12454 Integral Bell Joint: 4, ASTM D3139 Certifications: ANSI/NSF Standard 61, NSF-14 UL Standard 1285 . DR18&DR14: FM 1612 Applications: Water Color: Blue Lay Length: 20' Installation: North American Pipe's Installation Guide for PVC Pressure Pipe Rev D4/2013 Right, On Time, All the Times www,narthamericanpipe,com tfi may:. , ,,,..v...,2.,,L 41. North American ,� Pipe torporatlo t„ AWWA C900-07: Municipal Water Pipe I _ C_ B i OD 1 BD I ......................................... OUTSIDE *APPROX. **APPROX. INSERT PIPE SIZE DIA.—NOM. BELL DIA. BELL DEPTH MARK (OD) (BD) (C) (1) 6.90 9/5 5.75 5.13 9.05 11.75 7.00 6.13 13.20 16.75 8.00 7.38 MINIMUM WALL PC 165 PC 235 PC 305 THICKNESS (T) DR 25 DR 18 DR 14 (T) (T) (T) .192 .267 .276 .383 .493 .362 .503 .646 .444 .617 .528 .733 .943 Note: These dimensions are for estimating purposes only *Dimension given for Approx.Bell Diameter(BD)is for highest pressure class **Nominal depth,depth will vary by pressure class Re na 13 ` a�s,+„,o-mes:rpavti..a.�^*,�w s w,m •a; r.:enn ra�+xm; r��m xe., s.*w mm,mren?ro.wn�, emw+x+um n n* +�+?ar�vwwm..�:r::F,ws,en nwnm...wm ,-,,-,,„m,. a, n ��mmma ge".c mmRexwwer+w�sr w;«wtt.,+�+w,�,;p.: raemmar- Right, On Time, All the Time® www.norfhamericanpipe.com VINYLTECH VINYLTECH AWWA 0 R Y T TECHNICAL DATA SUBMITTAL 0900 DR 18 PRESSURE CLASS 235 NOMINAL SIZE OUTER NIMMIM11M LIFTS PER FEET PER APPROXIMATE (IN) tm�; DIAMETER(IN) WALL(IN) TRUCK LIFT WEIGHT(LB/100) 4 (100) 4.800 0.267 16 1020 251.6 6 050) 6.900 0.383 16 440 521.2 8 (200) 9.050 0.503 20 200 903.0 10 (250) 11.100 0.617 12 240 1364.4 12 (300) 13.200 0.733 28 60-80 1935.8 C900 DR 14 PRESSURE CLASS 305 NOMINAL SIZE OUTER MINIMUM LIFTS PER FEET PER APPROXIMATE (IN) f.,n1 DIAMETER(IN) WALL(IN) TRUCK LIFT WEIGHT(LB/100') A I___) A CA" A 7Ael 1C 1 AAR 717 G 6 (150) 6.900 0.493 16 440 658.7 8 (200) 9.050 0.646 20 200 1139.7 10 (250) 11.100 0.793 12 240 1722.3 12 (300) 13.200 0.943 28 60-80 2445.5 CROSS SECTIONAL VIEW • Cill i�i� — — W. )) a•�WAIM c��aurlullt al , SEALING POINTS ea THE RIEBER SMILING SYSTEM is The Rieber system provides a proven pipe joint with an excellent track record in the field. It is the fastest growing system in the world because of its many advantages. Willi • Factory installed, locked-in gasket • The gasket is molded vs. extruded • The pipe bell forms over the gasket, and spliced making a perfect fit • Works equally well under pressure or Wilimin • Avoids the possibility of installing the vacuum wrong gasket • Three sealing points achieved vs.two • Reduces installation problems • LEAK-PROOF JOINTS • The locked-in gasket eliminates gas- ket roll-out during joining • "THE WORLDS BEST JOINT" ©T 201 S.61st Avenue•Phoenix,AZ 65043 "`.OTTERTAIL COWAN? c rf 602 233-0071 •602 272-4847 Fax•www.vtpipe.com VINYLTECH AWWA C VfNYLTECH TECHNICAL DATA SDBM AL Y CONFORMANCE QUALITY CONTROL , i 1,b,-� �z{ These specifications designate the requirements liar Each length of the pipe including the bell shall be manufacturing and installing Vinyftech AWWA C900 hydrostatically tested.The pipe shall meet all ad- water pipe. ditional test requirements as described in AWWA 0900-07 - Polyvinyl Chloride (PVC) Pressure AWWA C900.Our full time quality assurance staff Pipe and Fabricated Fittings,4 In Through 12 In.(10(mm continually administers a rigid program of tests to Through 300mm),for Water Transmission and Distribution maintain the production of the best pipe AWWA C605-Underground Installation of Polyvinyl products available. Chloride(PVC)Pressure Pipe and Fittings for Water ASTM D1784-Standard Specification for Rigid Poly INSTALLATION t (Vinyl Chloride)(PVC)Compounds and Chlorinated Recommended installation procedure of Vinyftech = Poly(Vinyl Chloride)(CPVC)Compounds Corporation and the Uni-Bell PVC Pipe ASTM D3139 - Standard Specification for Joints for Association are outlined in AWWA C605, Under- Plastic Pressure Pipes Using Flexible Elastomeric Seals ground Installation of Polyvinyl Chloride (PVC) ASTM F477 - Standard Specification for Pressure Pipe and Fittings for Water.The Uni-Bell Elastomeric Seals(Gaskets)for Joining Plastic Pipe Handbook of PVC Pipe is also an invaluable re- ASTM 02412 - Standard Test Method for source guide for design and installation. Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading TAPPING UNI-PUB-8 - Tapping Guide for AWWA C900 The consistent success of tapping PVC pressure Pressure Pipe pipe is contingent upon the use of proper proce- UNI-B 8 Recommended Practice for the Direct Tap dunes and equipment. Vinyltech recommends ping of PVC Pressure Water Pipe (Nominal Diameters 6-12 inch) strict compliance with the requirements as speci- fied in UNI-B-8,UNI-PUB-8,and AWWA C605. PIPE COMPOUND CI The pipe shall be extruded from compounds ASSEMBLING THE PIPE meeting (PVC1120) the requirements of Cell Assembly of Vinyttech PVC water pipe is easily Classification 12454-B, as defined in ASTM D accomplished.A depth of entry mark is on each 1784, Standard Specification for Rigid Poly(Vinyl spigot end to serve as a visual check for rapid, Chloride) (PVC) Compounds and Chlorinated accurate joint inspection.Do not over insert. Poly (Vinyl Chloride) (CPVC) Compounds. The all, PVC shall also be listed by the National Sanitation 1) Remove any mud, sand, or other foreign Foundation(NSF)for use in potable water. matter from the belled and spigot ends of the PIPE pipe.Carefully clean the gasket area. 2) With a clean applicator(a brush or hand) lu- Vinyltech pipe shall be manufactured in bricate the entire surface of the pipe from the accordance with AWWA C900-07. spigot end to the depth of entry mark and the ail GASKET JOINT contact surface of the gasket with Vinyitech Brand Lubricant. The gasket shall be reinforced with a steel band 3) Brace the bell to avoid disturbing the already and meet the requirements of ASTM F477. installed joints.Align the pipe, insert the spig- Vinyltech pipe shall have an integral bell end with of into the bell and push until the entry mark is a locked-in factory installed gasket and shall meet reached.Do not insert past the entry mark the joint requirements of ASTM D3139. line. MARKING al The pipe shall be marked in accordance with AWWA C900 as in the following example. a) Manufacturer's name and production codes b) Nominal size, dimension ratio number, and OD.base(for example,8"DR 18 CIS) C) Materials cell classification(PVC1120) 44111:1°°b PI d) AWWA pressure class (235 psi or 305 psi) and hydrostatic test pressure(1600,or T800) e) AWWA designation number(AWWA C900-07) APPROVED Underwriters f) National Sanitalon Foundation(NSF-61) Laboratories Inca g) Production date and time code(VJHBIOA 48:34) LIMED h) FM Approvals(FM)logo,third party certification NSF) i) Underwriters Laboratories,Inc(UL)logo,third party ��► iit certification. vc: Mfil AN OTfERTAILca�,rwnn 201 S.61 st Avenue•Phoenix,AZ 85043 602 233-0071 •602 272-4847 Fax•www.vtpipe.com Effective 02/18 • FITTINGS o TYLER-DOM MJ C153 FITTINGS o EBAA-MEGALUGS FOR C900 PVC o PROSELECT-MJ C153 BOLT GASKET PACKS 23U - Mechanical Joint C153/A21 .53 TYLER UNIONS Compact Quality Waterworks Products Revised 01/>lo SUBMITTAL (Current Revisions for All Standards Apphtt; SIZES: 2" through 48" (2" Not Referenced in Cl 53/A21.53) STANDARDS: ANSI/AWWA C153/A21.53-06 and NFPA 3"-12" UL Listed (EX211 1) Note: Cast with tested and traceable ASTM A536 Ductile Iron PRESSURE RATING: 2"- 24" rated @ 350 PSI; 30"- 48"& all fittings with Flanged branches rated @ 250 PSI Note: With use of special flange gasket 2"-24" flanged fittings can be rated @ 350 psi For 350 psi flange joint applications, we recommend the use of annular ring type gasket or comparable. Note: Compact Wyes over 12" are not pressure rated. Contact manufacturer for rating in your application. DEFLECTION. Upon completion of installation, Mechanical Joint fittings 2"-12" are rated for a maxi- mum of 5° deflection and 14"-48" a maximum of 3° deflection NSF-61- Meets all requirements, UL Registered (2"-48") BITUMINOUS M-1- -1-' B COATING: ANSI/AWWA C104/A21.4-08 - I CEMENT LINING: ANSI/AWWA C104.A21.4-08, -'" 31 Double cement lining available ii EPDXY COATING- ANSI/AWWA C116/A21.16-09 U�` T r Note: Epoxy coated fittings are Ill �� available to the specification .�\ \\\. T required for your application(s) __ VT `�' BARE' Available 7"T \"\\ BOLTS: ANSI/AWWA C111/A21.11-7 INSTALLATION: Per AWWA C600-99 using pipe 015 conforming to ANSI/AWWA K2 J 0 C A D,12 F K1 C151/A21.51-02 JOINT DIMENSIONS IN INCHES BOLTS Size A Dia. B C Dia. D Dia. F Dia. J Dia. K' Dia. K2 Dia. L M S T X Size No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 3/4 %x3 4 • • on o I. c on c nn • nrt 7 GA a nL n 37 L ■ -ic On 9• 71. 11..011 • 6 6.90 2.50 8.02 8,12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 % 3/4x3/ 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 .66 1.00 .45 .38 4 3/4(4 6 IV 11.I J L..JV IL.LL IL.J7 I I.LIJ I7.W I J.VL I J.YL .1V I.VIJ .71 .7,, !{ 14A7 V 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 V 1/4x4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .55 .47 V 3/4x4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .58 .50 V 3/4441 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 '/e 3x4' 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 .69 .57 Ye 3x41/2 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 V 3/35 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 .82 .66 1 Ye l x6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 .74 1Y5 1x6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 .82 1% 11/4x6' 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 .90 134 11/2x6' 32 Tyler Pipe Company • 11910 CR 492 • Tyler,Texas 75706 • (800) 527-8478 Union Foundry Company • 1501 W. 17th Street • Anniston,Alabama 36202 • (800)226-7601 www.tyierunion.com EB A *mss .,.t SERIES 2000PV IRC)11111 Mechanical 1 oint Restraint Your Connection to the Future' For PVC Pipe Features and Application: • Sizes 3 inch through 36 inch Sizes 42 inch and 4€3 inch Accommodated by Series 2200 • MEGA-BONDTM Restraint Coating System For more information on MEGA-BOND,refer to www.ebaa.com/products/mega-bond • Constructed of ASTM, 65-45-12 Ductile Iron. t - • The Mechanical Joint follower gland is incorporated into the restraint. • Heavy Duty thick wall design RA • Support Products Available: �■► _:. •Split MJ repair style available for 3 inch through 12 inch. EBAA Series 2000SV Series 1012PY,for 11"?vfechanicaf Joint Prle or Fittings • Solid restraint harness available for C905 PVC pipe bells. EBAA Series 2800 • Split restraint harness available for C900 and C905 pipe bells and Nominal Sues Shipping PVC fittings. Pie Size hu:.her i1'e City EBAA Series 1500.1600 and 2500 3 2113 7A ur •` • All 2000PV and related restraint 1 2N1 121 products can be furnished as a a` packaged accessories complete 1U with appropriate restraint,gasket, 264 47.1 lubrication and bolting hardware. 2111 61.1 • For use on water or wastewater pipelines subject to hydrostatic 24 X24 ti pressure and tested in accordance nu 311.3 with either AWWA C600 or ASTM D2774. U.S. Patent No. 4627774, 4896903, 5071175. 0605 copyt ght 2003 C EBAA IRON,Inc. :':',27,..,:i• ':k'+'r: '.hi m y-.."t.24 i 9 •., • 5, .y.�..-_ter.- , 1 ti 0 4.44.,3 t •-,,, t •d, 441 , v , .r �r{ a r'",I'' fit-{t -; t y,� $ rt K 'F - ' , 1.''}%,e',y, r }t X 1 S_+ y? v.}}; ' rte. ' • t ,$ .. +'h �'t s ,. .1(710i, • 4,. 1 . .'.: ` k :-'-'3.;::k-,:!•"k.... r s� ;. '4 +4 .J - 4x_? . ; ... f jt. . � �� - ).77;:.,...€-::-...i..;.:_,; � :mss, g ((� � r '��Y"•:; '��.'.y:-'% _r � ° x S:i4 ,{ Jj ..• �E'i� .`, -�7T.`:. ' Y.sit:: _ ,.. .a..a.,. .a �°'MrM16�+wf s � s r � yam. _ y�_ ' , �,�,y �j 1.11‘r{. ,.:� : '7 rte' '• �� r•- .7 •#r._!,: r}. � v �� yttg zr Series 2000PV: Mechanical Joint Restraint Gland for use with C900 or IPS OD PVC Pipe The 2000PV mechanical joint restraint is the fastest and Tested to and meets the requirements of ASTM F 1674-96 most economical method of restraining PVC pipe to mechanical "Standard"Test Method for Joint Restraint Products for Use with joints. Now the need for costly concrete thrust blocks and PVC Pipe'through 24 inch size. corrodible steel tie rods is eliminated.It can be used in straight UL-listed in the four through twelve inch sizes for joining UL- alignment or at the preset deflection recommended for the listed ductile iron fittings to UL-listed,Class 150 PVC pressure mechanical joint. pipe,The maximum allowable joint deflection is five degrees. The 2000PV was the first PVC joint restraint to be tested to Factory Mutual approved for use on OR18 PVC pipe in four UNI-B-13,Underwriters Laboratories,and Factory Mutual. through twelve inch sizes. 4144> ��TM 1674 D SY � ,ruo Fr� AWYA . ,, 'I A MEMBER The 2000PV Concept EBAA Iran started manufacturing joint restraint products for PVC pipe in The design of the 2000PV incorporates the early 1980s.The testing of early prototypes of various configurations of the gripping mechanism into the design of restraints on large diameter PVC pipe indicated that a restraint device must the mechanical joint gland and utilizes a be capable of consistently and reliably gripping the pipe. If not,the restraint simple two part assembly process.The first can slip under pressure,resulting in sudden impact,and cause the pipe to step involves assembling the joint the same burst.Armed with this background knowledge and an appreciation for the as any standard mechanical joint.The capabilities of PVC pipe,EBAA purposefully deviated from what many in the assembly procedure we recommend is that industry once considered to be the"only"way to grip PVC pipe.This led to established in AWWA C600.The second is the development of the Series 2000PV restraint. the actuation of the restraint. 2000PV Submittal Reference Drawing A 1lli *//Lt4 I I M lilliXAN* SPAC e_i1/4 __ 1111111 filia■I/ �� X ////%// ' j f! 0. 5 R �.� B ♦,♦ 1 0.125-r E 0.125 4 6 u !11! SECTION A-A SECTION B-B C 0 F ti P P X 1 K2 Wedge Bolt Weight Nominal Series Nit Qty Qty 085 Pi, Size Number nuts Off` 3 2803 4.84 1.55 3.60 0.50 9.8 8.6 3/4 6.19 7.69 4 4 7.0 4 104 LR 1.08 4.00 0,10 19,6 I.0 7/i i.s 1.10 4 4 $1 6 2006 8.02 1.68 7.00 0.50 13.0 12.1 7/8 9.50 11.13 6 6 12.1 8 2008 10.17 1.68 1.15 0.62 14.5 13.6 7/8 11.75 13.38 6 6 13 lA 1010 12.22 2.10 1110 0.02 11.0 10.0 1/8 14.09 19.03 8 8 18.0 12 2012 14.32 2.18 13.30 0.75 19.0 18.1 7/8 1625 17.88 8 8 31.4 14 2014 16.40 2.25 15.49 0.88 21.7 20.9 7/8 1835 20.38 10 10 47.6 16 2016 18.50 225 17.58 0.88 23.8 23.0 7/8 21.80 22.63 12 12 52.8 18 2018 20.60 225 19.68 1.13 25.9 25.1 1/8 23.25 24.88 12 12 61.8 20 2020 2170 2.25 21.79 1.25 28.0 27.2 7/8 25.50 27.13 14 14 70.9 24 2024 26.90 2.75 25.99 1,42 32.3 31,5 7/8 30.00 31.63 16 16 92.9 30 2030 33.29 2.70 3222 1.50 38.5 37.1 11/8 36.88 39.12 20 20 128.5 36 2036 39.59 2.70 38.52 1.50 44.8 44.0 11/8 43.75 46.00 24 24 161.3 Pressure Ratings, Note,Dimensions are in inches and are abject to change without notice, b *him Rithits for Poi r rSnap Fla Miles ill Seder ./ rs psc , rat Oder N sae t*f tfpkspc014MM.erdrs 0905 PVC* 1 i DR•14 DIMS D1•25 SDR-17 SDR•21 SDR•26 15144 00•18 DR•25 S0R•17 SE4111 $D126 D•18 DR•25 DR-32.5 diegusigNikt 206 158 160 258 200 160 XI 150 100 200 160 120 • 4 £104 £00 1&0 100 104 100 100 180 160 100 NO 1!1 111 200 150 NO 250 200 160 200 150 110 281 Iii 120 • • • 8 211,: 200 150 100 250 200 160 200 150 100 200 160 120 • 12 2012 200 150 188 250 200 160 200 150 100 200 160 120 • 144 . . 235 1 • 16 2016 235 165 • I tiff . • 2355 185 • 20 2020 235 165 • 24 2114 . • � 145 • . ..2� • 165 • 125 Note:Ft applications onpresstnes other than those shown,please contact EBAA for assistance. For installation on For installation on ASTM 2241 tOP . C900 PVC pipe,use Remove Leave sized pipe,remove as recZ ed and —Spar install . spacee ns. , screws.Install per dilL. . instructions. la Installation Instructions c.,: . ,, , ,.. -- 2. 3. 4. IF it 1. Identify the pipe.The 2000PV is for use *2.Clean the socket and the plain end. *3.Insert the pipe into the socket and press with PVC pipe.The 4"through 12'size may Lubrication and additional cleaning should the gasket firmly and evenly into the be used on both C900 and IPS PVC pipe. be provided by brushing both the gasket gasket recess.Keep the joint straight Check to see if the spacers under the and the plain end with soapy water or during assembly. screws are in place. If the pipe is C900, approved pipe lubrication meeting the proceed with spacers in place.If the pipe requirements of ANSI/AWWA *4.Push the gland toward the socket and is IPS OD,remove the spacers.Since the C111/A21.11,just prior to slipping the center it around the pipe with the gland lip 3"and the 14"through 24"restraints are gasket onto the plain end for joint against the gasket. Insert bolts and hand only used with one pipe diameter,no assembly.Place the gland on the plain end tighten nuts. Make deflection after joint spacers are used. with the lip extension toward the plain end, assembly but before tightening bolts. followed by the gasket. 4(cont. ; e II 5. E_t 4 6. -, l■ssassa 8 i,4 at i, m St temenew ,�. s....,,, _.,. ,4 *5.Tighten the bolts to the normal range of remaining bolts. Repeat the process until 7. If removal is necessary,utilize the 5/8"hex bolt torque(45-60 ft-lbs for 3", 75-90 ft-lbs all bolts are within the appropriate range of heads provided.If reassembly is required, for 4"through 24", 100-120 ft-lbs for 30" torque.The use of a torque indicating assemble the joint in the same manner as and 36',and 120-150 ft-lbs for 42'and wrench will facilitate this procedure. above,tighten the screws to 60 to 80 ft- 48")while at all times maintaining lbs.If the Series 2000PV restraint is approximately the same distances 6 Tighten the torque limiting twist off nuts in removed from the pipe,be sure that all of a clockwise direction(direction indicated between the gland and the face of the the screws,spacers(if required),and flange at all points around the socket.This by arrow on top of nut)until all wedges are wedges are in place before the restraint is can be accomplished by partially tightening in firm contact with the pipe surface. p y partiall ti tenin reassembled. the bottom bolt first,then the top bolt,next Continue tightening in an alternating the bolts at either side,finally the manner until all of the nuts have been These steps are requirements of AWWA. twisted off. AWWA Standards,0600,Sec.3.4.2 Members of... EBAA IRON Sales, Inc. #****.�,*** ' ;( �_ / P.O.B. 857,Eastland,tl(16848 :*,*;*;*:*, Tel:(254)629-1731 Fu:(254)6298931 ill P.O. 433.i7i61ritliaU6aallCanada *** **•'•*•---- esetacteepaa.con AMERICAN FOUNDRY SOCIETY rN11.eM a a,c 011 VPROSELECTTM Product Specifications IMJBGP MJ ACCESSORY PACK WITHOUT GLAND Product Features Rubber Gasket • Material-SBR • Standard-ANSI/AWWA C111 /A21.11 • ASTM Test Methods • Hardness-02240-91 • Tensile Strength&Elongation-D412-92 • Minimum Aging-D572-88 • Maximum Compression-D395-89 Rubber Gasket Low Alloy Steel T-Head Bolts&Nuts • Material&Dimension-ANSI/AWWA C111/A21.11 Low Alloy Steel T-Head Bolt&Nut Product Specifications Includes MJ Gasket and standard T-Head Bolts PART SIZE IMJBGPM 3' IMJBGPP 4' IMJBGPJ 6' IMJBGPX 8' IMJoor o 10' IMJBGP12 12' IMJBGP14 14' IMJBGP16 116' PROSELECT Glands,Gaskets,T-head Bolts and Mechanical Joint Accessory Packs are sold exclusively through Ferguson Enterprises and its affiliates. Ferguson Enterprises guarantees the quality and compliance to the listed specifications. PROSELECT is a registered trademark of Ferguson Enterprises. Warranty and Codes This PROSELECT product carries a 1-year limited warranty. Distributed Exclusively by Ferguson and Wolseley Canada ©2010 Ferguson Enterprises,Inc. All Rights Reserved 6290 10/10 • SERVICE MATERIAL o CERRO-"K"SOFT COPPER TUBING o MUELLER-"BR2B" CC BRZ DOUBLE STRAP SADDLE o MUELLER- "H15000" CC X FLR CORP STOP o MUELLER-"H14276" FLR X FLG ANGLE METER STOP y t P €"rtMi m Vi AP, A a 5a 4' wt gZ k a . ' , a r N P c r a r ar" 1aa es '#,"E t a=p, TM COPPER TUBE FOR CONSTRUCTION APPLICATIONS Cerro tube is the original copper tube for plumbing,air conditioning and refrigeration applications in residential, commercial and institutional installations.We provide a complete range of sizes and types,engineered 1 .-q f= �: Product Temper Lengths Code uses Specifications ' Copper Hard 10 ft straight Green Domestic water ASTM 8: Water Tube, 20 ft straight service and Type K distribution,fire (heavy well) Soft 20 ft straight protection,solar, 40 ft coils fuel/fuel oil,HVAC, 60 ft.cods snow melting, 100 ft.coils compressed air, natural gas, T al uses include: liquefied petroleum (LP)gas,vacuum •T ie M-above ground residential and light c mercial uses.(Sizes range from 3/8"-$' fi+r .. . s 1. 1 a, I o I -IT"ire u .meter) Water Tuba, 20 ft.straight service and Type L distribution,fire •Type l-residential and commercial uses. Oned0ium wall) Soft 20 ft.straight protection,solar. (Sizes range from 1/4"-8"diameter) 30 ft coils fuel/fuel oil,HVAC, a0 ft coils snow melting, •Type K-underground residential,commercial 60 ft coils compressed air, and industrial uses.(Sizes range from 100 ft coils natural gas, 1/4"-8"diameter) liquefied petroleum (LP)gas,vacuum •Type DWV-ASTM 8306:used for drainage, waste and vents Copper Hard 10 ft straight Red General plumbing ASTM B88 Water Tube, 20 ft straight and heating purposes; Type M drainage waste, (light wall) vent and other light pressure uses. Copper Hard 10 ft.straight Yellow Drainage waste, ASTM B306 Dralaage 20 ft straight vents,soil and other Tab*, non-pressure Type DWV applications Copper UNS No.C12200 Types K,L and M ASTM B88 Color marking is not applicable to tube furnished in annealed straight lengths or coils. ce rra Flow Products,Inc. Corporate Headquarters PO Box 66800•St.Louis,MO 63166-6800 888-237-7611(618-337-6000•f.618-337-6958 111 Arse tenor cMaamGmupc£impaies www.cerroflaw.com MUELLER® BR2B & BR2S SERIES BRONZE Mueller Co. 4.5 SERVICE SADDLES - DOUBLE STRAP MUELLER®Service Saddles for use on A-C,cast iron,ductile iron,and AWWA C900 PVC plastic pipe U Outlet tapped with either AWWA taper(C.C.)or AWWA LP.thread(F.1.P.T.) U For use on A-C pipe,cast iron or ductile iron pipe and cast iron 0.1). PVC pipe LI 200 psig(1379 kPa)maximum working pressure I 1 ... U Brass body 7 • ,7 . _ . U Flattened silicon bronze straps(standard) ' 3 I . 1 U Optiorial 3041.stainless steel straps . Rolled strap threads U O-ring sealed outlet k , U 3/4"thni 2"tap sizes(5/8"some styles) ..' U Meets all applicable parts of ANSI/AWWA C800 C:1 NSF 61 certified BR 2 B Series BR 2 S Series MUELLER®Service Saddles with AWWA taper thread , 1 Pipe O.O.range Kind and size of pipe Bronze double strap Optional stainless steel double strap • with AWWA taper thread(C.C.) with AWWA taper thread(C.C.) Base Catalog Base Catalog Card or Number Size of tapping Number Size of tapping Inch mm A-C ductile Iron. (add to"Base"to (add to"Base"to C900 PVC complete catalog number) complete catalog number) plastic pipe 5/8"3/4' 1" 1-1/4"1-1/2" 2" 3/8' 3/4" 1' 1-1/4"1-1/2'r 4.74'-5.3r 121.0.15 0 I ■ , 'BR 2 B 11474C( 2 075 100 125 1 j1171-.1 25 0474 CC 062 075 100 125 150 200 SS I Ml Z 17 tAliTt SA 2 075 310 125 I_ '200 2 S 0684 Cl 062 075 100.125 150 200 8.9r-9.67 229.0-245.0 8" BR 2 B 0899 CC 062 075 (It; 125 150 MO BR 2 S 0899 CC Cle 07' 103 in 150 100' 11.04".1212" 281.0-307.0 10° BR 2 B 1104 CC 062 075 MO 125 150 200 BR 2 S 1104 CC 062 075 100 125 150 21. 13.14".14.58. 334.0-170.0 12' BR 2 B 1314 cc 062 075 .100 125 150 200 BR 2 S 1314 CC 062 075 100.125 150 2(0 15:22-.16.8r 386.6-428.7 14" BR 2 B 1522 CC - cm loo. - 150 200 BR 2 S 1522 CC - 075 100 - 150 200. 1732"-19.19"419 9-4117A 16° BR 2 B 1732 CC - 075 100 - 1.50 200 BR 2 S 1732 CC . 075 100 - 150 2(81.: MUELLER°Service Saddles with AWWA iron pipe thread Pipe O.D.range Kind and size of pipe Bronze double strap Optional stainless steel double strap with AWWA I.P.thread(r.l.P.T.) with AWWA I.P.thread(F.I.RT.) Base Catalog Base Catalog Cast or Number Size of tapping Number Size of tapping inch mm A-C ductile (add to"Base"to (add to"Base"to Iron.C900 complete catalog number) PVC pipe '4° 1" 14/4'1-1/2"Ea 314" 1" 1-114* 1-1/2" 2° 4.74'.3.32 12111.1350 4" im 1 BR 2 B.04741P c 100 125 150 I 20=1 R 2 S 04741P 073 100 125 150 203 — . 5 MO 125 150 ., .R 2 S 0684 W 073 1141 125 130 N10 8. 9"-9.6r 229.0-245.0 8" 13R 2 13 0899 IP o75 mo 125 150 21X1 :R 2 S 08991P 075 100 123 130 200 11.04w-12.12' 281113070 *. 10' BR 211 110,11P 075 100 125 150 200 :R 2 S 1104 IP 075 100 123 150 2C10 13.14%14-58" 2.I la.I 12" 11R 2111.314W 075 100 125 150 200 IR2S1314 IP 073 100 123 150 200 15 22°-16.88"386.6-428.7 14" BR 2 B152.2 CP 075 100 . 150 an .'2 S 15221P 075 100 - 150 200 ,1732".19.19'439.9.487.4 16' BR 2B ''711' 075 UP - 150 200 BR 2S 17321P 073 100 - 150 200 dasms 150.200 per ASTNI C295 and ANVWA(-400 actual OD a pipe beny ufed must R.,0 wuttan die pipe 0 D range hand,n the preoaedify dans Cerardegudy east rup e..al...50-250 per ANSD NOMA CIONA21.2 ANSVAWWA C1061A21 6;ANSVAWWA ClOYA21.1k and Federal"&'1.flamil WW.P.421 1*, 'k non papeAdamds 50-56 per A NSILAWSVA 1.1511A21 51.GM ma O.D.PVC p1asta,pope per AWWA 17100. **lite mud&diameter of A-C pipe vanes from manufacturer to manufaeuttet..to malt certain you,ck,i the FOpet damp 14 Determine the 0 D of the pipe at the pone of fuddle matallaum 2)FMB'he pipe 00 range came)of the sdxfroe dUltt 41100.a saddle ilug has a pme 0.0 range tbsu in:lodes the detenumed pipe Mamma. These machines may be used with the service saddles illustrated on this page Machine Service saddle tap size 5/8" 3/4" 1' E-5m, X X X x TRU-CUTTm . X X MEGA-CUTru X X X PL-Ziu - X X TO ORDER SPECIFY QUANTITY,OUTLET TAPPING SIZE AND CATALOG NUMBER 1/2" - 2" GROUND KEY DESIGN Mueller Ca. 5.9 CORPORATION VALVES .,...,,_.4„,............:„..... . Rev g-C43 Ground Key Corporation Valve Ground Key Corporation Valve Inlet: AWWA taper - Inlet. AWWA I.P. thread • (MUELLER"CC")thread ' Outlet: MUELLER° Outlet: MUELI ER° INSTA-TT FE®Connection for INSTA-TITE®Connection for CTS PE tubing* H-15006 CTS PE tubing* H-15024 3/4" 3/4"xl"t. I" 3/4" 1" I I i Ground Key Corporation Valve Ground Key Corporation Valve Inlet: AWWA taper - Inlet: AWWA LP.thread .. (MUELLER"CC")thread " '4';,,.; : ' 4 Outlet: MUELLER Outlet: MUELLER - INSTA-TT1E Connection for He 1 501n.1/U INSTA-THE Connection for H-15026 IPS PE pipe* - fps pE pipe* 3/4" 3/4"xl"t. I" 3/4" 1" ! 4 Ground Key Corporation Valve Ground Key Corporation Valve li Inlet: AWWA taper (MUELLER"CC)thread Inlet: AWWA I.P. thread Outlet: Copper flare straight Outlet: Copper flare straight connection H-15000 connection H-15025 ± 5/8"x 3/4" 314" 3/4"x 1" I" lir 3/4" 1" 1-114 1-1/2" 2" 1"x1-1/4"-4 !-I/4' 1-112' 4,.,!;! . ,a1 r , 1 4 %Ground Key Corporation Valve Inlet: AWWA taper (MUELLER"CC")thread Ground Key Corporation Valve Inlet: AWWA I.P. thread Outlet: Copper flare eighth Outlet:Coppff flare eighth bend connection H-15010 H15035 bend connection - 3/4" 1" I-1/2" 2" 3/4" I"1: I-1/2" 2" I I I 411111 H-15020 11 Ground Key Corporation Valve Inlet: AWWA taper Inlet: AWWA I.P.thread (MUELLER"CC")thread Outlet: Copper flare quarter Outlet:Copper flare quarter be bend connection H-15045 Ground Key Corporation Valve 1 bend connection 5/8"x3/4" 3/4" ;r : ,, 1" 1-1/2" 2" 3/41 I" I-112" 2" *See charts on pages 5.12-5.16 for tubing and pipe that may be used on these connections. t Requires minimum ordering quantity.Contact MUELLER Customer Service Center for minimum order requirements,and availability. NOTE:Sizes shown above represent nominal sic of inlet and outlet connectitms.When two sizes are given,the first is size of inlet and the second is size of outlet. 8D 1 0 Muslim Co. GROUND KEY ANGLE METER VALVES & SERVICE VALVES - 3/4" 2" Rev.4-99 Ground Key Angle Meter Valve MUELLER 110°Conductive Connection for CTS O.D.* tubing Compression Connection for CTS x meter flange 0.D.*tubing x meter flange MUELLER' Pack Joint 1800 turn check- lock wing H-14277 180°turn check-lock wing P-14277 Ground Key Angle Meter Valve , 'Catalog size 1-1/2 2tt I Catalog size 1-I/2 2tt Meter size I-1t2 1-1/2,2 Meter size 1-1/2 1-1t2,2 Pipe size 1-1/2 2 Pipe size 1-1/2 2 Ground Key Angle Meter Valve F.I.P. x meter flange ill Copper flare nut x meter flange 180'turn check- lock wing 180° turn check- lock wing tl, MUELLER Solid Tee Head Ground Key Angle Meter Valve „• ;11 H-14276 H-14286 Catalog size 1-1./2 2ti- :-..,'atalog size 1-1/2 2tt Meter sue 1-112 1-1/2,2 Meter size 1-112 1-1/2,2 Pipe size 1-1/2 2 ,lipe size 1-1/2 2 -1 .,.1 F.I.P. x F.I.P. , - Roundway Meter Stop .,.. .- : . 180°turn check- lock wing ' EI.R x EI.R Ground Key Angle Meter Valve '• f, 360°turn-lock wing co • r- ,‹ H-14285 H-10281 -c-i- Catalog size 13/4 Catalog size 11/2 i ■ m C", = Cn *See charts on pages 8D.15 and 80.16 for tubing and pipe that can be used with this connection. tribese valves have meter flanges double drilled to fit either 1-I/2"or 2"meters. MUELLER Valves and Couplings are manufactured and tested in accordance with ANSVAVVINA C800. • METER BOXES o BASS AND HAYS-"B55A" 28X18 GALV METER BOX W/ 1 SLOT AMR f 0.ar4 r 4 d 7 * 4 55 Series Galvanized Meter Boxes e19.4:1:4'7410( ' R` ; ; 9' A . do, e 28" .04 .......44 ' fir. with dia . corrugated cans , -.0. Part no. Height Weight 0 ` f # 55 A 18" 125 lbs a rt # 55 A1S 1$"" 125 lbs ... ..+"_ � 0 c�441110111111.1111000.# 55 A2S 18" 125 lbs '4 <, c+ �4'' p q G �„"► C 42 # 55 B 24" 130 lbs ~ # 55 C 30" 135 lbs bs # 55 D 36" 140 lbs ' # 55E 42" 145 lbs # 55 F 48" 150 lbs bs # 55 AlS 18 ga. can - Dallas std \\*******'------.._ • HYDRANT o MUELLER-"A423" 5-1/4 OL HYDRANT 9.8 Mue ler Co. MUELLER® SUPER CENTURION® FIRE HYDRANT J Super Centurion 250-3-way catalog numbers tir .:'.. A-421 4-1/2"main valve opening three way(two hose nozzles and one pumper nozzle) A-423 5-1/4-main valve opening three way(two hose nozzles and one pumper nozzle) Super Centurion 20r 2-way catalog numbers (approved to ANSI/AWNVA C502 Standards)- _ .... A-420 4-1/2"main valve opening two way(two hose nozzles) A-422 5-1/4"main valve opening two way(two hose nozzles) A-425 5-1/4"main valve opening two was(two pumper nozzles) Super Centurion 20e 1-way catalog number (approved to ANSIIAWWA C502 Standards)- Y . . ,r) A-424 4-1/2"main valve opening one way(one pumper nozzle) i 1 J 10 year limited warranty on material and workmanship . I J Meets all applicable parts of ANSIJAINWA C502 Standard , J Post type dry barrel design ...,.. J Dry top design with 0-ring sealed oil reservoir J Traffic feature with stainless steel safety stem coupling J Compression-type main valve closes with pressure for positive seal;it is made of rubber and is conveniently reversible providing a spare for long service life J Operating nut available in wide variety of shapes and sizes-open left or right ',. J Field replaceable hose and pumper nozzles J Hose and pumper nozzles have large radius,full flow openings for low friction loss J Contoured shoe is designed for full flow , , J Dual bronze drain valves provide effective barrel drainage ... ,. ... J 250 psig(1723 kPa)maximum working pressure.500 psig(3447 kPa)static test pressure for 3-way hydrants: ' 200 psig(1379 kPa)maximum working pressure,400 psig(2758 kPa)static test pressure for 2-way and 1-way hydrants I , Dimensions Non-rotating I .. ... .. ... cast-in pads elimi- ipriammaro 11-- ,..,::A. ; , nate need -.,&•,._ 11 for anti-rotation bbolts, --17. . Mechanical joint 71''7 \s( ' ' c 4. standard and D-150 0 4- V' ' -F1-----r '-, ',1, , - Front view detail of Mechanical joint 0 (Standard only) ... ...,■ : 111111611. , 1 \1/4 ,L ■ ', Flange ' ' .===.. re - --- ANsi 125/150 or 1 # \ PN 10/16 Drilling \ t 12' I Bury•V V CO A* 'ral:*‘rig* k„„ k , ...N.lenges WO' °Shoe) (112,n)knanalt '.A., . 111.1111111=a Pkisbemaisois . " Vertical Mingo , Emm " L.N1 trummaig ma I (6 -- %L)-- ___,/4- Silp-on '\---' 4 ,"...-- - *4 Vertical shoe available for A-420 and A-421 hydrants. SEE PAGE 9.28 FOR ORDERING INSTRUCTIONS • GATE VALVES o MUELLER- "A2360" MJXFLG OL RW GATE VALVE o MUELLER- "A2360" MJ OL RW GATE VALVE 10. 14 MumIior Co. 4"-12" MUELLER®A-2360 RESILIENT WEDGE GATE VALVES - M.J. x FL. Li Catalog number- A-2360-16 mechanical joint x flanged ends with mechanical joint unassembled accessories) A-2360-19 mechanical joint x flanged ends(less mechanical joint accessories) I I J Sizes—4",6",8",I11" 12" 'i ..1 Meets or exceeds all applicable requirements of ANSI/AW\%A 0509 Standard and is certified to ANSI/NSF 61 J Flanged end dimensions and drilling comply with ANSI B16.1,class 125 _ _ -** * J Mechanical joint end complies with ANSI/AV/WA 0111 Standard "®° J Iron body with nominal 10 mils MUELLER 4 Pro-GardTxl Fusion Epoxy Coated interior " and exterior surfaces J Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA C550 r a4 ' Standard and is certified to ANSI/NSF 61 J Iron wedge,symmetrical&fully encapsulated with molded rubber; no exposed iron J Non-rising stem(NRS) "0 J Triple 0-ring seal stuffing box(2 upper&I lower 0-rings) __. 3 J 2"square wrench nut(optional handwheel available)--open left or open right A-2360-16 J 4"-12"sizes--250 psig(1723 kPa)maximum working pressure, Mi.accessories 500 psig(3447 kPa)static test pressure shipped unassembled J UL Listed,FM Approved—200 psig(1379 kPa) Options See pages 10.34 and 10.35 for more information on Resilient Wedge Gate Valve options J Position indicators J Stainless steel fasteners:Type 304,Type 316 01.1; }' 111:1 zt a t, J Handwheel Resilient wedge gate valve parts 6.202 Catalog Description Material Material standard �'° 6_207 Part .. a1'�a. `�G-41 No. 0-Aa-.- -'/�/''J 0.201 G-16 Bonnet Bolts&Nuts Carbon Steel ASTM A307 Grade B,Zinc Plated a��p. si � y G-2p9 /rl =43_x._ / G-41 Stuffing Box Bolts&Nuts Carbon Steel ASTM A307 Grade B.Zinc Plated � 1 II G-49 Stein 0-rings al Rubber ASTM 1)2000 '! >�' 0-203 0-200 Wrench Nut Cap Screw Carbon Steel ASTM A307 Grade B.Zinc Plated `t;`1 . u-210^ G-201 Stuffing Box Seal Rubber ASTM 172000 1 \ \ 6-16 G-202 Wrench Nut Cast Iron ASTM A126 CL.B -' N G-203 Stem Bronze ASTM 8138 \ G-211" G-204 Harrel Wheel Mot shown) Cast Iron ASTM A126 CL.B k 'S %' �, 6.205 0-205 Stem Nut Bronze ASTM 862 -- G-206 Guide Cap Bearings Celcon ^� .--6-zIr• 0-207 Stuffing Box Cast iron ASTM A126 CL.B / ' ` 0-208 Anti-friction Washers(2) Celcon �r z;o:„r e s 6•2» G-209 Wedge. Cast Iran* ASTM A 126 C1.11 - 6•2w Rubber Encapsulated G-2t0** Bonnet Cast Iron ASTM A126C1_B 0-211" Bonnet 0-ring Nitrite ASTM 02000 G-212" Body Cast Iron ASTM A126 CI-13 *Fully encapsulated in molded rubber with no iron exposed — **Previous to 1999 these parts on 4"-12"valves were designed with a gasket instead of an 0-ring and %//!l///J/e!/Il//A/Y!/1,o, with additional bolts.Confirm the type of seal when ordering a replacement gasket or 0-ring. SEE PAGE 1039 FOR ORDERING INSTRUCTIONS 4"-12" MUELLER®A-2360 RESILIENT Mum ler Co. 10 .15 WEDGE GATE VALVE - M.J. x FL. Rev.8-04 An... 111 ,. it. 7 A a=I .7,1•4 „ 7,, , -- -r- - ... -.....---1- reil T . %OW 0 \I I , N UU . , Dimensions Dimension* Nominal size 4" 6" 8" 10" 12" A 14.19 18.00 21.50 25.50 28.62 L 2.50 230 230 230 230 N 9.12 1112 13.37 15.62 1.7.88 0(number and size of holes for HUI 4-7/8" 6--7/8' 6-7/8" 11-7/8" 8-718" Q(bore) 4.30 6.30 8.30 10.30 12.30 00(bolt circle diameter for N1.1) 7.50 930 11.75 14.00 16.25 R 9.00 1 1,00 13.50 16.00 19.00 1.10(bolt circle diameter for FL) 7.50 9.50 11,75 14.25 17_00 FF 930 11.00 12.00 13.88 14.44 B(number and size of holes for FL) 8--3/4" €1--7/8" 8-7/8" l2--1" 12-1" Turns to open 14 20.5 26.5 33 383 Weight* 115 168 275 400 570 *All dimensions are in inches.All weights include accessories are in pounds and are approximate. 1 0 1 6 Mueller Ca.! 2"-12" MUELLER®A-2360 RESILIENT a Z WEDGE GATE VALVES - M.1. x M.J. J Catalog number- k- t A-2360-20 Mechanical joint ends(with mechanical joint unassembled accessories) A-2360-23 Mechanical joint ends(less mechanical joint accessories) - r 4 - r A-2360-25 Mechanical joint ends with transition gaskets) 1 1 J Sizes—r,3',4",6".Ir.10", 12" rif- Li Meets or exceeds all applicable requirements of ANSI/AWWA C509 Standard and is certified to ANSI/NSF 61 ' . LI Standard mechanical joint ends comply with ANSI/AWWA C111 w ....„, `....1 Iron body with nominal 10 mils MUELI..ER*Pro-Gardm Fusion Epoxy Coated If ' interior and exterior surfaces _ • J -, '' LI Epoxy coating meets or exceeds all applicable requirements of ANSI/AVVWA C550 .f Sr ill Standard and is certified to ANSI/NSF 61 ( .e -I Iron wedge.symmetrical& encapsulated with molded rubber:no exposed iron 15‘ ,. J Non-rising stem(NRS) . . J Triple 0-ring seal stuffing box(2 upper& 1 lower 0-rings) !.-I 2"square wrench nut(optional bandwheel availablei—open left or open right ,..1 2"-12"sizes-250 psig(1723 kPa)maximum working pressure.500 psig(3447 kPa) static test pressure A-2360-20 Li UL Listed,FM Approved:200 psig(1379 kPa)-3"-12"sizes Ni.Jaccessories shipped tniassembled Options See pages 10.34 and 10.35 for more information on Resilient Wedge Gate Valve options 1.1 Position indicators !..1 Stainless steel fasteners:Type 304.Type 316 U-0.;W:v.'t i ::,,.;',..,..- ?:.....;,i•,-kf..: .L.:- J Handwheel Resilient wedge gate valve parts Catalog Description Material Material standard Part Igr. ' G-2D0 No. ••=-,,,A „:,,Ne‘ ....„,.. 401 0-16 Bonnet Bolts&Nuts Calton Steel ASTM A307 Grade B,Zinc Plated ...-------'1„..-0-201 G-41 Stuffing Box Bolts&Nuts Carbon Steel ASTM A307 Grade B.Zinc Plated ' 0208- Vrite■95,-..P4 G-49 Stem 0-rings 01 Rubber ASTM D2000 0-200 Wrench Nut Cap Sam Carbon Steel ASTM A307 Grade B,Zinc Plated •:_z■N■kke.lir 0-203 G-210. 0-201 Stuffing Box Seal Rubber ASTM 1X2000 i 111 1 0-202 Wrench Nut Cast Iron ASTM A126 CL.B zz....— § GAS 0-203 Stem Bronze ASTM 13138 k, '-- S 0-20.4 Hand Wheel(not shown) Call IfOil ASTM A126 Cl_sil ''' ---7 kw14 ,-----0-211.* 0-205 Stern Nut Bronze ASTM B62 k 4Z- kxsw..- -20 r," ... ......._ r ,.A., ,„...e.....-G 5 G-206 Guide Cap Bearings COGAN) G-207 Stuffing Box Cast iron ASTM A126 CL.B r -- 0-20G Anti-frimion Washers(2) Celcon 4., I -111 I 0 4110 G-209 Wedge-Encapsulated Rubber Cast bon* ASTM A126 CL.B r 4 0 210** Bonnet Cast Iron ASTM A126 C1-.B . .- G-206 G-211** Bonnet G-ring Nitrite ASTM D2000 id G 212** Body Cast Iron ASTM A 1 26 CLB *Fully encapsulated in molded rubber with no iron exposed **Previous to 1999 the parts on 4"-I2"valves were designed with a gasket instead of an 0-ring and r 7 with additional bolt holes(2"-3"sizes retain neoprene gasket design affecting these parts).Confirm the type of seal when ordering a replacement gasket or 0-ring. SEE PAGE 1039 FOR ORDERING INSTRUCTIONS 2"-12" MUELLER®A-2360 RESILIENT Mueller CO. 1 0 17 WEDGE GATE VALVE - M.J. x M.J. " Rev.8-04 AL i El 0 ... IIII IASI ISO . .IIIII/ \\.....„ 11/01 PM PSI PIIII IVO E E E E E 7:77 II I \ r- .. _ ___, N Q - _ -j-re . DD-.1N11-114, FF •1 Dimensions Dimension* Nominal size 2" 3" 4" 6" 8,. 0" 12" A 9.88 12.38 14.19 18.00 21.50 550 28.62 FF 8.50 9.011 10,00 11.50 12.50 4.75 14.88 L 250 1.50 2.50 2.50 2.50 .50 2.50 N 4.62 7.50 9.12 11.12 13.37 5.62 17.88 0(number and size of holes) 4-7/8 ,4-7/8 4-7/8 6-7/8 6-7/8 -7/8 8-7/8 DI) 3.50 4.00 5.00 6.50 7.50 .75 9.88 Q(bore) 2.30 3.30 430 6.30 8.30 0.30 12.30 00(bolt circle diameter/ 5.013 6J 9 7.50 9.50 11.75 4.(X) 16.25 Turns to on 8 II 14 20.5 26.5 3 38.5 Weight* 40 83 120 186 280 05 540 *All dimensions are in inches.All weights include accessories are in pounds and are approximate. • RISER o AMES FLG X CI©D 5S IN BUILDING RISER S-A-InBuildingRiser In — BuiId1n Riser ',.riK43,10416A0414074#4440,1f6'4, ' .'''''.itilitifiti :. Firtgat.'i!.4‘■ k ilitANW,1111,44:10:!4 4,4411,.. ,40 '*tg 41%41';.•'A, .....,:‘,4.....,,,,, ' ( �u .:„..,,,,..„,... „.„...,,„:„...„....„.„, , . ,...„.„.„,„., S Y >E ,, In Fr , ' , Building perimeter waft �A G l � "vg ;t t coltor4 9 rnitil4P,410.4:41' � f t . r1�� x n.e ." -® —_-ar ---__1—Flow pOUtx 4' it Ames Company introduces the In-Building k. Riser manufactured of Series 300 stainless steel. Using Twenty-First Century technology, Ames has succeeded in the manufacture of a durable and easy to install underground transition fitting to bring municipal water supply into a building. In- Building Riser is ideally suited for fire protection systems. ill Specification ■ Features/Benefits The fn Building Riser shatl be composed of a single extended = Cost savings 90 degree fitting of fabricated 304 stainless steel thing,maxi- mum working pressure of 175psi.The fitting shall have a ' Corrosion resistant stainless steel construction, grooved-end connection on the outlet(building) side and a type 304SST CIPS coupler on the underground(inlet)side. • Ease of installation and lightweight allow one person to position and handle the riser ■ Operating Description • Minimal site preparation;joint restraint one-piece- The In-Building Riser is used to connect the main fire supply construction reduces time and labor;no missing parts, to the building overhead fire system.The fitti ng passes under no leaks;easily identifiable for approvals the foundation without joints and extends up through the floor.Provided with installation tabs,the unit has a LIPS{Cast • UL/FM approved Iron Pipe Size)corker for •easy connection to the under- • Sizes:available in 4'-10'with various lengths to meet ground supply(AWWA C900 PVC)and(Ductile Iron Pipe)an all Io ai requirements industry standard grooved-end connection(AWWAe Cc606)on the building side for easy connection to the overhead fire • Designed to meet NFPA 24 Section 8-3.2 sprinkler system. • D • AW WAWWA A 0606 0900 Outlet IP EXCELLENCE MATTERS — SPECIFY IT! A Division of Watts Industries A S 875 National Drive•Suite#107•Sacramento,CA 95834•Phone:916-928-0123•Fax:916-928-9333 FIRE&WATERWORKS'"' www.amesfirewater.cam 4 Ames In-Building Risers are precision engineered and menu- III End Connections factured to provide exceptional reliability.The In-Building Riser significantly reduces installation time and labor costs associ- Horizontal End:Mates with Ductile Iron Pipe and AWWA C900 ated with field assembly. Pipe(PVC Pipe with Ductile Iron Pipe Equivalent OD's) In accordance with NFPA-24,the UL/FM Approved In-Building . . ‘.. , Riser replaces numerous fittings,elbows and spools,and Size Mating Pipe OD reduces the possibility of teaks or failure in comparison to tra- ditional installation methods and materials.Factory tested integrity ensures the highest quality installation. 4 4.80 ui...-4 .'..%..., 6 6.90 .. The use of stainless steel significantly increases the reliability . . . .,,.,. 8 9.05 and life of the Riser. 10 11.10 .. . .■ W.44-A Utilizes Gasket conforming to UL 157 with"Lock in"gasket 14 Grooved End JO Tie-Rod BrackeletPS Coupling configuration • Vertical End Meets AWWA C-606 dimensions for roll grooved pipe • Ratings Meets AWWA C-900 pressure class 200,DR 14 Pipe • Testing Welds are 100%leak tested at the factory '. .., if .... ..':' ,F. . ' ' 4 * '-- ,',.:.•;1:7:-.711,:r, „,. . , ., '1■ . ,, :'-'•. ' ' ,-.i :..,•-., • _L Size inch Design Proof Pressure Psi ,.. . 4.;;;,11,,,:e . ., ''''ir , I. C —is] 4 875 6 875 10 700 011, • Dimensions • Standards Size A B C weight NFPA—Designed to allow the contractor to conform to inch inch tt. It. lbs. NFPA 24 Section 8-3.2: 4 41/2 OD 6 6 71 Where a riser is close to building foundations,underground 6 6% OD 6 6 98 fittings of proper design and type shall be used to avoid pipe 8 84 88 8 8 =13 joints being located under the foundations. I 10 103/4 OD 6 6 202 NFPA—24,7.1.1,8-3.4 Each diameter 04 of riser is also available in the following 111 Approved vertical/outlet(B)and honzontaVinlet(C)leg dimensions. Fittings FM class 1920 Call for weight. UL (HKOX)(4®-8') B C ft. II 5 6 5 7 6 6 8 6 AA AMES ISOMI FIRE a,WATERWORZ A Division of Watts Industries www.amesfirewater.com II 'IlUal.ilani, 875 National Drive • Suite#107 • Sacramento, CA 95834 • Phone: 916-928-0123 • Fax: 916-928-9333 S-A-In13uildingRiser 0312 CArries Co.2001 Printed in U.S.A. Precast Box Culverts Lift Holes - 2 1/2" Diameter —Top . Slab . . Span VV . . all . , , ' . Rise pi.,, , . . . . 1` —Bottom — —C Slab Typical Section Standard Box Dimensions Standard Box Dimensions Standard Box Dimensions Top Bottom Top Bottom I I ' Top Bottom Span Rise Slab Slab Wall Weight pan Rise Slab Slab Wall Weight pan Rise Slab! Slab Wall Weight (Ft.) (Ft.) tin dn.( ;In. i Lbs.ft) (Ft.) (Ft.: 1 (In.) (In.) On 1 it-bS ft.; (Ft.) Ft., tIn.) (In.) (In.) !Lbs.ft., 3 2 7 6 4 848 8 3 8 8 8 2652 11 4 11 11 11 5010 3 3 7 6 4 952 8 4 ' 8 8 8 2859 11 5 , 11 11 11 5294 8 5 , 8 8 8 3066 11 6 ' 11 I 11 11 5578 4 2 71/2 6 5 1146 8 6 8 8 , 8 i 3272 11 7 11 1 11 11 5862 4 3 71/ , 6 5 1276 8 7 8 8 I 8 3479 11 8 11 11 11 6146 4 4 7 1/2, 6 5 , 1405 8 8 8 8 8 3686 11 9 11 11 11 6430 5 2 8 7 6 1541 j 11 10 11 11 11 6715 9 4 9 9 9 3511 11 11 11 11 11 6999 5 3 8 7 6 1696 9 5 9 9 1 9 3744 I 5 4 8 7 6 1851 9 6 9 9 9 3976 12 4 12 12 12 5856 5 5 8 1 7 6 2006 9 7 9 9 9 4209 12 5 12 12 12 6166 6 2 8 I 7 7 1821 9 8 9 9 9 4441 12 6 12 12 12 6476 6 3 8 1 7 7 1 2002 9 9 1 9 9 9 ' 4674 12 7 12 12 12 6786 , I 12 8 12 12 12 7096 6 4 8 1 7 7 2183 10 4 10 10 10 , 4228 6 5 8 7 7 2364 12 9 12 12 12 7406 10 5 10 10 10 4486 12 10 12 12 12 7716 6 6 8 7 7 2545 10 6 10 10 10 4745 12 11 12 12 12 8026 7 2 8 8 8 2238 10 7 10 10 10 5003 12 12 12 12 12 8336 7 3 8 8 8 i 2446 10 8 1 10 10 10 , 5261 7 4 8 i 8 8 2652 10 9 10 10 I 10 1 5520 7 5 8 1 8 8 2859 10 10 10 10 10 I 5778 7 6 8 8 8 3066 7 i 7 8 8 8 3272 Note: • A=Wall thickness • C=2"for 4",5"and 6"wall -No Scale- * C=4"for 7 and greater wall All dimensions subject to allowable • Contact manufacturer for standard joint lengths. specification tolerances. TITLE PLANT STATE SECTICCPAGE DATE •D• ••• Reinforced Concrete Grand Prairie TX 4.1 01-25-10 miD.Hariscors Precast Box Section Houston ifElDELHERGCEMENT Gmup Precast Box Culverts ct Bend Angle 12" Min. Typ. Plan View Span / Maximum Angle Box B Max 'B Max Span Angle Angle t Feet) (Feet: (Deg.( Feet Deg. 1111 3 57 4 78 3 45 4 63 3 37 4 53 6 3 31 4 45 7 3 27 4 39 8 3 24 4 35 9 3 21 4 32 10 3 19 4 29 11 3 17 12 3 16 Note: -No Scale- ** Shipments over 8 feet wide require a permit which will restrict delivery All dimensions subject to allowable hours. Check with your Hanson representative for information. specification tolerances. TITLE PLANT STATE SECTIMPAGE DATE U 0 IN•II Reinforced Concrete Grand Praire •ani TX 4.2 01 Ha -25-10 nsori Precast Box Bends Houston HEIDELSERGGEMENT Grp Precast Box Culverts c ca a o o Plan View 273... ` 4 , 3 µ L N Q> m E co {t5 #0,1'11,,,,,,I,likiitg,PiPAi Iii ftrk+Kitillitilpfl#,,11 f r Flow 0 Flow Line Line Elevation - Bottoms Even A Cr-- C ° Flow Flow Line Line Elevation - Centerline Even f �m m 2. rD = m E m Ln s „° Flow Flow Line Line Elevation -Tops Even All dimensions subject to allowable specification tolerances. TITLE PLANT STATE action-ma DATE •D• ■.■ Reinforced Concrete Grand Praha •°' TX 4.3 01-25-10 Houston Hanson Precast Box Transition - Option 1 HEI�L�RGCI MEHT Group Precast Box Culverts 4 6 , 8" or 12" I__ _, as Required A 4=-0 0 Iii" ttk't Kitirk N 4.0 an14,* i/-5 ,,..„ x w 0 'FLY 400 01.0. cp E E as rt!, l'el', '•14, §211, 'APT'Yej flf,,, cr5 6 0 lir V 44 1,:t 14 114 Ct. PIA:P.C1314V ft D :;'14!";'il,1 1111 w Downstream Box Spigot Upstream Box Bell Reducing Stopper -No Scale- • Reduction may be centered Or All dimensions subject to allowable offset as required_ specthcation tolerances. TITLE PLANT STATE SECTION.PAGE DATE •0• ••• Reinforced Concrete . Glare Prattle TX 4.4 01-25-10 Harison Precast Box Transition -Option 2 Houston HEFDELBEROCFMENT can Precast Box Culverts 2 2 5 0 co 5 Manufacturer Estimated Quantities Span Rise Wall Pre-Formed Mastic Span Rise Wall Pre-Formed Mastic 1,Ft.1 ;Ft.) ,Ir Size Pcs Jt Gal Jt. Ft.i .Ft Size Pcs. J1 Gal.Jt. 3 2 4 1 1/2"x 3-6" 3.1 1.66 9 4 9 1 1/2"x 3"-6" 8.2 6.87 3 3 4 1 1/2"x 31-6" 3.6 1.94 9 5 9 1 I/2 x 3-6" 8.7 7.32 9 6 9 1 1/2"x 3'-6" 9.3 7.77 4 2 5 1 1/2"x 3*-6" 3.8 I 2.26 9 7 9 1 V X 3%6" 9.9 8.22 4 3 5 1 1/2"x 3'-6" 4.4 2.57 9 8 9 1 1/2"x 31-6" 10.5 8.67 4 4 5 1 -1/2"x 3'-6" 4.9 2.88 9 9 9 1 1/2"x 3%6" 11.0 9.12 5 2 6 1 1/2"x 3'-6" 4.5 2.94 10 4 10 1 V x 3"-6" 8.8 8.00 5 3 6 1 1/2"x 3'-6" 5.0 3.29 10 5 10 1 1/2"x 3'-6" 9.4 8.48 5 4 6 1 1/2"x 3'-6" 5.6 I 3.64 10 6 10 1 V x 3'-6" 10.0 8.97 5 5 6 1 1/2"x 3'-6" 6.2 3.98 10 7 10 1 1/2"x 3%6" 10.6 9.45 10 8 10 1 1/2"x 3'-6" 11.1 9.94 6 2 7 I 1 V;x 3'-6" 5.1 3.71 10 9 10 1 1/2"x 31-6" 11.7 10.42 6 3 7 I 1 1/2"x 31-6" 5.7 4.10 10 10 10 1 1/2"x 3%6 12.3 10.91 6 4 7 1 1/2"x 3%6" 6.3 1 4.48 6 5 7 1 V x 3%6" 6.8 4.86 11 4 11 1 1/2"x 3'-6" 9.5 9.22 6 6 7 1 1/2"x 3'-6" 7.4 5.24 11 5 11 1 1/2"x 3'-'6" 10.1 9.74 11 6 11 1 1/2"x 3%6" 10.6 10.26 7 2 8 I 1 1/2"x 31-6" 5.8 1 4.57 11 7 11 1 1/2"x 3%6" 11.2 10.78 7 3 8 ; 1 11;x 3'-6" 6.4 4.99 11 8 11 1 1/2"x 3-6" 11.8 11.30 7 4 8 1 1/2"x 3*-6" 6.9 5.40 11 9 11 1 1/2"x 31-6" 12.4 11.82 7 5 8 1 1/2"x 3'-6" 7.5 5.82 11 10 11 1 1/2"x 3-6' 12.9 12.34 7 6 8 1 V x 3'-6" 8.1 6.23 11 11 11 1 112 x 3'-6" 13.5 12.86 7 7 8 1 1/2"x 3'-6" 8.6 I 6.65 12 4 12 1 1/2"x 31-61' 10.2 10.53 8 3 8 1 1/2"x 3'-6" 6.9 5.40 12 5 12 1 1/2"x 3'-6" 10.7 11.08 8 4 8 1 1/2"x 3'-6" 7.5 5.82 12 6 12 1 V x 3.-6" 11.3 11.64 8 5 8 1 1/2"X 3'-6" 8.1 6.23 12 7 12 1 1/2"x 3-6" 11.9 12.19 8 6 8 1 1/2"x 3'-6" 8.6 I 6.65 12 8 12 1 1/2"x 31-6' 12.5 12.74 8 7 8 1 1/2"x 3'-6" 9.2 7.06 12 9 12 1 1/2"x 3%6" 13.0 13.30 8 8 8 1 1/2"x 3'-6" 9.8 7.48 12 10 12 1 1/2"x 3%6" 13.6 13.85 12 11 12 1 1/2"x 3"-6" 14.2 14.41 12 12 12 1 112"x 3'-6" 14.7 14.96 No Scale- All dimensions subject to allowable specification tolerances. TITLE PLANT STATE secriori.PAGE DATE MOM ••• Grand Prairie Precast Box Joint Material TX 4.5 01-25-10 liDilHanscors Houston NEIDELBERSCEMENT Group Precast Box Culverts 1. Grade trench bottom and bring bedding material to height. Bedding material should be 6"thick minimum, or more depending on existing soils. See project plans and specifications for details. 2. Preformed flexible plastic joint material (Ram-Nek or equal) is installed on the box spigot(top half of box) at the shoulder of the joint. The joint material is installed in the bell (bottom half of box) at the shoulder. Joint priming is not required but is recommended according to the manufacturer. — • • . . Groove Groove • Tongue . • Tongue In cold weather, the joint material should be kept warm prior to installation to keep the mastic pliable and compressible. 3. A pipe puller or come-a-long should be used to pull joints home. This is preferable to pushing since it minimizes damage to the box culvert. aissimminsinfews,it-- mentemminsig ' r,• / La -- .0iitf41,..,r,r4 , ,, pilikre gI m I ing o not AIL \ 4. A small gap can be expected at each joint. For boxes with spans of 10 feet or less, a normal space can be 3/8"to 1"depending on the size of the box. TXDOT enforces their spec.;section 4624(5), last paragraph, as an installation standard for both straight and pulled joints. This is a 1 maximum gap. 5. Each box joint should be checked for grade and alignment. We recommend that the grade be checked at the lower haunch and not on the centerline. -No Scale- All cAmensions subject to allowable specification tolerances. TITLE PLANT STATE SECDON.PAGE DATE • • Box Culvert Installation Grand Pralie TX 4.6 01-25-10 Hanson Houston iitelDelLBERGGEMENT Groop Reinforced Concrete Pipe A 4 4' d 4 O 4 0 o 4 a Q 4 p 6 ° o ° d 8 - ° 4 v a A _ a s c 4 (� a ,r Q Q mat _ 0 4 a z 4 4 ' . a a ° 4 4. D , 1 4 A a 4 4 4 V ° 4 a 4 p 4 A 4 V 0 0 a a a G ° ° c e, 4 i 4 Basic Dimensions 1 D. Laying Wail 8211 Aprox. Pipe Lenght Thickness Diameter VJt Ft Inchest Feet !inches, (Inches, Pounds 12 4-6 2 16 92 15 4-6 2 19 111 18 4-6-8 23/2 23 168 21 4-6-8 23/4 263/2 214 24 4-6-8 3 30 265 27 4-6-8 3 3/4 33 3/2 322 30 4-6-8 3 3/2 37 384 33 4-6 -8 3 3/4 40 1/2 451 36 4-6-8 4 44 524 39 * 41/4 471/2 614 42 4-6-8 43/2 51 685 45 * 4 3/4 54 1/2 789 48 4-6-8 5 58 885 51 * 51/4 613/2 986 54** 4-6-8 5 3/2 65 1,092 60** 4-6-8 6 72 1,322 66** 4-6-8 6 3/2 79 1,573 72 4-6-8 7 86 1,846 78 * * * * 84 * * * * 90 * * * * 96 * * * * 108 * * * * 120 * * * * Note: • Conforms to current ASTM C-76 or C-655 specifications for reinforced concrete pipe. -No Scale- *- Dimensions vary;contact manufacturer. AN dimensions subject to allowable **-Wall C available in some market areas. specification tolerances. TITLE SECTION-PAGE DATE •❑■ ••• Tongue and Groove Pipe 2.1 3-15-05 ■❑■Hanson Designation: C76- 10 Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe' This standard is issued under the fixed designation C76;the number immediately following the designation indicates the year of original adoption or,in the ease Of revision,the year of lust revision.A number in parentheses indicates the year of Iasi reapproval A superscript epsilon i indicates an editorial change since the last revision or reapproval. This standard has hoer approved fur use hi agenrtec of the Department of Defence. I. Scope A615/A615M Specification for Deformed and Plain 1.1 This specification covers reinforced concrete pipe Carbon-Steel Bars for Concrete Reinforcement Specification for Low-Alloy Steel Deformed intended to be used for the conveyance of sewage, industrial A706/A7WAI wastes, and storm water, and for the construction of culverts. and Plain Bars for Concrete Reinforcement 1.2 This specification is the inch-pound companion to C33 Specification for Concrete Aggregates Specification C76M;therefore,no SI equivalents are presented C76M Specification for Reinforced Concrete Culvert, in this specification. Reinforced concrete pipe that conform to Storm Drain, and Sewer Pipe (Metric) the requirements of C76M, are acceptable under this Specifi- CI50 Specification for Portland Cement unless prohibited by the Owner. cation C76 C260 Specification for Air-Entraining Admixtures for Con- crete N■yli.. 1—This specification is a manufacturing and purchase Specific.*- C309 Specification for Liquid Membrane-Forming Corn- lion only and does not include requirements for bedding.backlill,or the pounds for Curing Concrete relationship between field load condition and the strength classification of C494/C494M Specification for Chemical Admixtures for pipe. However,experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe.type Concrete of bedding and backtill, and care that installation conforms to the C497 Test Methods for Concrete Pipe, Manhole Sections,or construction specifications. The owner of the reinforced concrete pipe Tile specified herein is cautioned that he must correlate the field requirements C595 Specification for Blended Hydraulic Cements with the class,of pipe specified and provide inspection at the constnietion C6I8 Specification for Coal Fly Ash and Raw or Calcined site. Nor' 2—Attention is called to the specification for reinforced concrete Natural Pozzolan for Use in Concrete C655 Specification for Reinforced Concrete D-Load Cul- D-load culvert,,storm drain, and sewer pipe (Specification C655). re vert, Storm Drain, and Sewer Pipe 2, Referenced Documents C822 Terminology Relating to Concrete Pipe and Related 2.1 ASTM Standards:2 Products A36/A36M Specification for Carbon Structural Steel C989 Specification for Slag Cement for Use in Concrete A82/A82M Specification for Steel Wire,Plain,for Concrete and Mortars Reinforcement C101 7/C1017M Specification for Chemical Admixtures for A185/A185M Specification for Steel Welded Wire Rein- Use in Producing Flowing Concrete forcement, Plain, for Concrete C1116 Specification for Fiber-Reinforced Concrete and A496/A496M Specification for Steel Wire, Deformed, for Shotcrete Concrete Reinforcement 3 A497/A497M Specification for Steel Welded Wire Rein- • Terminology forcement, Deformed, for Concrete 3.1 Definitions For definitions of terms relating to con- crete pipe. see Terminology C822. This specification is under the jurisdiction of ASTM Committee CB on 4. Classification Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on 4.1 Pipe manufactured in accordance with this specification Reinforces!Sewer and Culvert Pipe Current edition approved Feb. I, 2010. Published Febniary 2010 Originally shall be of five classes identified as Class I, Class II, Class approved in 1930. Last previous edition approved in 2(105 as C76-0/ta, DOI: Class IV, and. Class V. The corresponding strength require- icki 520/C0076-10, ments are prescribed in Tables 1-5. 2 For referenced ASTM standards, visit the ASTM wthsite www.asurturg,or contact ASTM Customer Service at service4astm.org.For Annual Book of ASThl Standards volume information,refer to the standard's Document Summary page on the ASTM website. GoPYrVht ASTM Inremationai.100 Barr Harbor DAVe,PO Box C700,West Conshohocken,PA 19428-2959,United Stales. 40' C76- 10 TABLE 1 Design Requirements for Class I Reinforced Concrete PipeA Nun. Section 5 for basis of acceptance specified by the owner. The streneth test requirements in pounds-force per linear foot of pipe under the three-edge-bearing method shall be either the D-load (test load expressed in pounds-force per low-a foot per foot or diameter)to produce a 0.01-in.crack,or the fl-baits 10 produce the 0.01-in.crack and the ultimate load as specified below,multiplied by the internal diameter of the pipe in feel 0-load to produce a 0.014n,crack 800 0-load to produce the ultimate load 1200 Reinforcement,in.2./linear ft of pipe wall Wad A Wall El Internal Concrete Strength,4000 psi Concrete Strength,4000 psi Designated Diameter, Circular Circular in. Walt Reintorcemente Elliptical Wall Reinforcement?, Elfiptical Thickness, Thickness, in. Inner Outer Reinforcement° in. Inner Outer Reinforcement° Cage Cage Cage Cage 60 5 0.25 0,15 0.28 6 0,21 0,13 0.23 66 51/2 0.30 0.18 0.33 61/2 0.25 0,15 0.28 72 6 0.35 0.21 0.39 7 0.29 0.17 0,32 78 61/2 0.40 0.24 0.44 71/2 0.32 0.19 0,36 84 7 0.45 0,27 0.50 8 0.37 0,22 0.41 90 7'.. 0.49 0.29 0,54 81/2 0.41 0.25 0.46 96 8 0.54 0.32 0,03 9 0.46 0.28 0.51 Concrete Strength,5000 psi 102 81/2 0.63 0.38 Inner Circular 0.25 91/2 0.54 0.32 Inner Circular 0.22 Plus Elliptical 0.38 Plus Elliptical 0.32 108 9 0,68 0,41 inner Circular 0.27 10 0.61 0,37 Inner Circular 0.24 Plus Elliptical 0.41 Plus Eliptical 0.37 114 A _. ,.. A ... .. 120 A - .. A . ,.. ... 126 A . . A .. .. ,. 132 A ... ... A ... 138 A ._ , . „. ... A ... ,. ... 144 A .. ... .- . A ,.. A For moddied or special designs see 7 2 or with the permission of the owner utilize the provisions of Specification C655.Steel areas may be interpolated between those shown for variations in diameter,loading,or wall thickness Pipe over 96 in.in diameter shall have two circular cages or an inner circular plus one elliptical cage. B As an alternative to designs requiring both inner and outer circular cages the reinforcement may be positioned and proportioned in either of the following manners: An inner circular cage plus an elliptical cage such that the area of the elliptical cage shall not be less(bar that specified for the outer cage in the table and the total area of the inner circular cage plus the elliptical cage shall not be less than that specified for the inner cage in the table, An inner and outer cage plus quadrant mats In accordance with Fig, 1.or An inner and outer cage plus an elliptical cage in accordance with Fig.2. c Elliptical and quadrant steel must be held in place by means of holding rods,chairs,or other positive means throughout the entire casting operation. 5. Basis of Acceptance of such material tests as are required in 6.2, 6.3, 6.5, and 6.6; 5.1 Unless otherwise designated by the owner at the time of. by crushing tests on concrete cores or cured concrete cylinders; or before placing an order, there are two separate and alterna- by an absorption test of the concrete from the wall of the pipe five bases of acceptance. independent of the method of for each mix design that is used on an order;and by inspection acceptance,the pipe shall be designed to meet both the 0.0I-in, of the finished pipe including amount and placement of crack and ultimate strength requirements specified in Tables reinforcement to determine its conformance with the accepted 1-5. design and its freedom from defects. 5.1.1 Acceptance on the Basis of Plant Load-Bearing Tests. 5.1.3 When agreed upon by the owner and manufacturer. Material Tests-,and Inspection of Manufactured Pipe for Visual any portion or any combination of the tests itemized in 5.1.1 or Defects and Imperfections-Acceptability of the pipe in all 5.1.2 may form the basis of acceptance. diameters and classes produced in accordance with 7.1 or 7.2 5.2 Age for Acceptance-Pipe shall be considered ready for shall be determined by the results of the three-edge bearing acceptance when it conforms to the requirements as indicated tests as defined in 11.3.1;by such material tests as are required by the specified tests. in 6.2, 6.3, 6.5. and 6.6; by an absorption test of the concrete from the wall of the pipe as required in 11.9; and by visual 6. Materials inspection of the finished pipe to determine its conformance 6.1 The aggregate shall be so sized, graded, proportioned, with the accepted design and its freedom from defects. and mixed with such proportions of Portland cement, blended 5.1,2 Acceptance on the Basis of Material Tests and Itzspec- hydraulic cement, or Portland cement and supplementary lion of Manufactured Pipe for Defects and Imperfections- cementing materials, or admixtures, if used, or a combination Acceptability of the pipe in all diameters and classes produced thereof, and water to produce a homogenous concrete mixture in accordance with 7.1 or 7.2 shall be determined by the results of such quality that the pipe will conform to the test and design 1 C76- 10 • TABLE 2 Design Requirements for Class if Reinforced Concrete Pipe Non, I-Ste Section 5 for basis of acceptance specified by the owner. The strength test requirements in pounds-force per linear fool of pipe under the three-edge-bearing method shall be either the 1)-load (test load expressed in pounds-forre per linear foot per foot of diameter)to produce a 0.01-in.crack,or the D-loads to produce the(1.01-in,crack and the ultimate li)ad as specified below, multiplied by the internal diameter of the pipe in feet. 0-load to produce a 0.01-in.crack 1000 0-load to produce the ultimate load 1500 Reinforcement,in 2/linear ft of pipe wan Wag A Wall B Wall C Internal Desig- Concrete Strength,4000 psi Concrete Strength,4000 psi Concrete Strength,4000 psi nated Circular Circular Circular Diameter, Wail Wall Wag in.. Thick- Reinforcement° Elliptical Thick_ Reinforcement° Elliptical Thick- Reinlorcement° Ebpiical ness, Inner Outer Reintorcementc ness, Inner Outer Reinforcementc ness, Inner outer Reinforcement° Cage Cage in. Cage Cage in. Cage Cage 12 11'. 0.07° .. _. 2 0,07° ... 23/4 0.07° _. 15 11/2 0,07° _ .... 2,-4 0.07° ... .. 3 0.07° ... ... . 18 2 0.070 ... 0.07° 21/2 0.07° ... 0.07° 31/4 0.070 ... 0.07° 21 21/4 0.12 . 0.10 23/4 0.07° ... 0.07° 31/2 0.07° ... 0.07° .. 24 21/2 0.13 .„ 0.11 3 0.07° .. 0,07° 33/4 0.07° .„ 0.07° 27 2% 0.15 _, 0.13 3,4 0.13 0.11 4 0.07° ... 0.07° 30 29: 0.15 ... 0.14 31/2 0,14 0.12 41/4 0.07° .,. 0,07° 33 21/2 0 16 0.15 33/4 0.15 0.13 41/2 0.07° „. 0,07° .. .. 36 3 0.14 0.08 0,15 4F 0.12 0.07 0.13 43/4° 0.07 0.07 0.08 42 31/2 0.16 0.10 0.18 41/2 0.15 0.09 0.17 51/4 0.10 0.07 0.11 48 4 0.21 0.13 0.23 5 0.18 0.11 0.20 53/4 0.14 0.08 0.15 54 41/2 0.25 015 0.28 51/2 0.22 0.13 0.24 61/4 0.17 0.10 0.19 60 5 0.30 0.18 0.33 6 0.25 0.15 0.28 6'/. 0.22 0.13 0.24 66 51/2 0.35 0.21 0.39 61/2 0.31 0.19 0.34 71/4 0.25 0.15 0.28 72 6 0.41 0.25 0.45 7 0,35 0.21 0.39 73/4 0.30 0.18 0.33 78 61/2 0.46 0.28 0.51 71/2 0.40 0.24 0.44 81/4 0.35 0.21 0.39 84 7 0.51 0.31 0.57 8 0.46 0.28 0.51 83/4 0.41 0.25 0.46 90 71/2 0.57 0.34 0.63 81/2 0.51 0.31 0.57 91/4 0.48 0,29 0.53 96 8 0.62 0.37 0,69 9 0.57 0.34 0.63 9-3/4 0,55 0,33 0,61 Concrete Strength.5000 psi 102 8'.s 0,76 0.46 Inner 0.30 91/2 0,68 0.41 Inner 0.27 ION 0.62 0,37 Inner 0.25 Circular Circular Circular Plus El- 0.46 Plus El- 0.41 Plus El- 0.37 helical liptical lophcal 108 9 0.85 0,51 Inner 0.34 10 0.76 0.46 Inner 0,30 103/4 0.70 0.42 Inner 0.28 Circular Circular Circular Plus El- 0.51 Plus El- 0.46 Plus El- 0.42 liptical liptical liptical 114 " ... A A . , ,., ■ . _. ., ... ... ... 120 " ... A . , ... . . ... .,. .. ... . ... . 126 ^ A .., A .- ... 132 A A - *" *** ,.. ** *** * "* -* 138 A . „. . .. A A ,. ... .- "* 14.4 A "* *" "• *" * A A "For modified or special designs see 7.2 or with the permission of the owner utilize the provisions of Specification C655.Steel areas may be interpolated between those shown for variations in diameter,loading,or wall thickness Pipe over 96 In.in diameter shall have two circular cages or an Inner circular plus one elliptical cage. 'For these classes and sizes,the minimum practical steel reinforcement is specified,The specified ultimate strength of non-reinforced pipe is greater than the minimum specified strength for the equivalent diameters. c As an alternative to designs requiring both inner and outer circular cages the reinforcement may be positioned and proportioned in either of the totlowing manners. An inner circular cage plus an elliptical cage such that the area of the elliptical cage shall not be less than that specified for the outer cage in the table and the total area of the Inner circular cage plus the elliptical cage shag not be less than that specified for the inner cage in the table, An inner and outer cage plus quadrant coats in accordance with Fig. 1 ,or An inner and outer cage plus an elliptical cage in accordance with Pig.2. °Elliptical and quadrant steel must be held in place by means of holding rods,chairs,or other positive means throughout the entire casting operation. r As an alternative,single cage reinforcement may be used.The reinforcement area in square in,per linear foot shall be 0.20 for wall B and 0.16 for wall C. requirements of the specification.In no case,however,shall the pozzolan cement conforming to the requirements of Specifica- proportion of Portland cement, blended hydraulic cement,or a bon C595, except that the pozzolan constituent in the Type IP combination of Portland cement and supplementary cementing portland-pozzolan cement shall be fly ash. materials be less than 470 lb/yd3. 6.2.2 Ground Granulated Blast-Furnace Slag (GGBFS)- 62 Cementitiaus materials: GGBFS shall conform to the requirements of Grade 100 or 120 6.2.1 Cement-Cement shall conform to the requirements of Specification C989. of Specification CI50, or shall be portland blast-furnace slag 6.2.3 Fly Ash-Fly ash shall conform to the requirements of cement, or slag modified portland cement, or portland- Class F or Class C of Specification C618. 1 ; 4 I, C76- 10 - , - TABLE 3 DesIgn Requirements for Class III Reinforced Concrete Pipe^ Noir. I-See Section 5 for basis of acceptance specified by the owner. The strength test requirements in pounds-force per linear foot of pipe under the three-edge-bearing method shall be either the D-load (test load exprmsed in pounds-force per linear foot per foot of chi:11110er)to produce a 0.01-in.ixack,or the D-loads kr proikux the 0.01-in.crack and the ultimate load as specified below,multiplied by the internal diameter of the pipe in feet 0-load to produce a 0.01-in.crack 1350 D-load to produce the ultimate load 20D3 Reinforcement,in.'fline_ar ft of pipe wall Wall A Wall B Wall C internal Concrete Strength,4000 psi Concrete Strength,4000 psi Concrete Strength,4000 psi Designated Circular Wall Circular Circular Diameter,in.Wall Vila Reinforcement,' Thick- Reirrforcernento Reinforcement° Thick- Efitplical Elliptical Thick- Elliptical nesses, Inner Outer Reintorcemenr-,- nesses, inner Outer Reintorcemenrc messes, Inner Outer Reinforcement° on. in. Cage Cage in, Cage Cage Cage Cage 12 13/4 0.07° ... ... 2 0.07° . . . , 23/4 0.07° ... ... 15 1,/e 0.07° ... 21/2 0.07° .. . , 3 0.07° ... .... 18 2 0.07° .., 0,07° 21/2 0.07° .- 0.07° 31/2 0.07° .,. 0.07n 21 21/2 0.14 ... 0.11 23/4 0,07° .,, 0,07° 31/2 0.07° ..., 0.07° 24 2'6 0.17 - 0.14 3 0.07° .., 0.07° 33/4 0.07 ,... 0.07° 27 2% 0.18 - 0.16 31/2 0.16 ..... 0.14 4 0.08 .... 0.07° 30 23/4 019 ... 0.18 31/2 0.18 ... 0,15 41/2 0.10 .., 0.08 33 21/2 0.21 ... 0.20 33/4 020 ,.. 0.17 41/2 0.12 ... 0.10 36 3 021 0.13 0.23 4 r 0.17 0.10 0.19 43/4r 0.08 0.07 0.09 42 31/2 0.25 0.15 0.28 41/2 0.21 0.13 0,23 51/2 0.12 0.07 0.13 48 4 0.32 0.19 0.35 5 0.24 0.14 0.27 5W., 0.16 0,10 0.18 54 41/2 0.38 023 0.42 51/2 0.29 0.17 0.32 61/2 0.21 0 13 023 60 5 0.44 026 0.49 6 0.34 0.20 0.38 6./. 0.25 0.15 0.28 66 51/2 0.50 0.30 0.55 61/2 0.41 0.25 0,46 71/2 0.31 0.19 0.34 72 6 0.57 0.34 0.63 7 0.49 0.29 054 73/4 0.36 0.22 0.40 Concrete Strength,5000 psi 78 61/2 0.64 0.38 0.71 71/2 0,57 0.34 0.63 81/2 0.42 0,25 0.47 84 7 0.72 0.43 0.80 8 0.64 0.38 0.71 83/4 0.50 0.30 0.56 Concrete Strength,5000 psi Concrete Strength,5000 psi 90 71/2 0,81 0.49 0.90 81/2 0.69 0.41 0.77 91/2 0,59 0.35 0.66 96 8 0.93 0.56 1.03 9 0.76 0,46 0.84 93/4 0.70 0.42 Inner 0.28 Circular Plus El- 0.42 liptical 102 81/2 1.03 0.62 Inner 0.41 91/2 0.90 0.54 Inner 0.36 101/4 0.83 0.50 Inner 0.33 Circular Circular Circular Plus El- 0.62 Plus El- 0.54 Plus El- 0.50 liptical Iptical liptical 108 9 1.22 0.73 Inner 0.49 10 1.08 0.65 Inner 0.43 10-14 0.99 0.59 Inner 0.40 Circular Circular Circular Plus El- 0.73 Plus El- 0.65 Plus El- 0.59 Vital liptical liptical 114 A ... . -. A .. A ... ..- .. 120 A ... . ,.- A .., ... ,,. ._ A 126 A ,.- . ... .'. A . .- .-. .,... A ,- 132 A ... .... •" . A "• •" . A "• "• .-. ... 138 A ... ... ••• .„ A ... •" ••• "• A ... "• ••* •" 144 •" . .. . ... A A •••- . .-.... •" . . ••• "• .- .., A For modified or special designs see 7.2 or with the permission of the owner utilize the provisions of Specification C655.Steel areas may be Interpolated between those shown for variations in diameter,loading,or wall thickness.Pipe over 96 in.in diameter shall have Iwo circular cages or an Inner circular plus one elliptical cage. e As an alternative to designs requiring both inner and outer circular cages the reinforcement may be positioned and proportioned in either of the folloOng manners. An inner circular cage plus an elliptical cage such that the area of the elliptical cage shall not be less than that specified for the outer cage in the table and the total area of the inner circular cage plus the elliptical cage shall not be less than that specified for the inner cage In the table. An inner and outer cage plus quadrant mats in accordance with Fig, 1,or An inner and outer cage plus an elliptical cage In accordance with Fig,2. C Elliptical and quadrant steel must be held In place by means of holding rods,chairs,or other positive means throughout the entire casting operation. °For these classes and sizes,the minimum practical steel reinlorcement is specified.The specified ultimate strength of non-reinforced pipe is greater than the minimum specified strength for the equivalent diameters. E As an afternative,single cage reinforcement may be used.The reinforcement area in square in,per linear foot shall be 0.30 for wall B and 0.20 for wall C. 4 , C76- 10 • TABLE 4 Design Requirements for Class IV Reinforced Concrete PipeA Nn- I-See Section 5 for basis of acceptance specified by the owner. The strength test requirements in pounds-force per linear foot of pipe under the three-edge-bearing method shall be either the D-load (test load expressed in pounds-force per linear foot per foot of diameter)to produce a 0,01-in.crack,or the D-loads to produce the 0.01-in.crack and the ultimate load as specified below,multiplied by the internal diameter of the pipe in feet. 0-load to produce a 0.01-in,crack 2000 0-load to produce the ultimate load 3000 Reinforcement,11'1.2/linear tit of pipe wall Wall A Wall B Wall C Internal Concrete Strength,5000 psi Concrete Strength,4000 psi Concrete Strength,4000 psi Designated Diameter, Circular Circular Circular in. Wall Reinforcement', Elliptical Wall Reirilorcementn aliPtical Wall Reintoroamente Elliptical Thickness, Reinforce- Thickness, Reinforce-Thickness, Reinforce- in Inner Outer rnentc in. Inner Outer mentc in. Inner Outer mentc Cage Cage Cage Cage Cage Cage 12 13/4 0.15 . . ... 2 0.07 ... .„ 23/4 0.07° ... ... 15 V ii 0.16 ... ... 21/4 0.10 .„ 0,07° ... . . 18 2 0.17 ... 0.15 21/2 0.14 .,, 0.11 31/4 0,07° ... 0.07° 21 21/4 0.23 . . 0.21 23/4 0,20 ... 0.17 31/2 0.07° ._ 0.07° 24 21/2 0.29 .. 0.27 3 0.27 .. 0.23 34'. 0.07 0.07 0.08 27 21.5, 0.33 ... 0.31 31/4 0.31 .. 025 4 0.08 0.07 0.09 30 23/4 0.38 .. 0.35 31/2 0.35 . 028 41/4 0,09 0.07 0.10 33 A .. ... ... 33/4 0.27 0,16 0.30 41/2 0.11 0.07 0.12 36 A 0,30 0.18 0.33 43/4 0.14 0.08 0.15 . .. 42 A . , ... ... 41/2 0.35 0.21 0.39 5• 0.20 0.12 0.22 48 A . , ... 0.42 0.25 0,47 53/. 0.26 0.16 0.29 54 A ,. ,.. .., 51/2 0.50 0.30 0,55 61/4 0.34 0.20 0,38 Concrete Strength,5000 psi 60 A .. '" 0.59 0.35 0.66 63/4 0.41 0,25 0.46 66 A . . ... ... 61A, 0.69 0.41 0.77 71/4 0.51 0.31 0.57 Concrete Strength,5000 psi 72 A . , ... 0,79 0.47 0.88 PA 0.61 0.37 0.68 78 A .„ .., . , A . .. , . 81/4 0,71 0.43 0.79 84 A ,, ,, , A .„ ,, . 83/4 0.85 0.51 094 90 A ,, A A .. .. " .,. , . - 96 A ... .. .„ A *. . . . A, 102 A .. .- ... A . .,. ... A ... 108 A . . .. .. ... A .. . . ... 114 ^ _ _. ,.. _ .., A 120 A A A 126 A ... -. .- ... ... A 132 4 ... ... ,,. A ... ... ... A „. ... ..- 138 A ... "' ,. A .4 -, 14.4 4 . ' A A n'• "• ... A Fo(modified or special designs see 7.2 or with the permission ol the owner utilize the provisions al Specification C655,Steel areas may be Interpolated between those shown for variations In diameter,loading,or wall thickness.Pipe over 96 in.In diameter shall have two circular cages or an Inner circular plus one elliptical cage. e As an attemattve to designs requiring both inner and outer circular cages the reinforcement may be positioned and proportioned in either 01 the following manners: An inner circular cage plus an elliptical cage such that the area of the elliptical cage shall not be less than that specified for the outer cage In the table and the total area of the inner circular cage plus the elkpbcal cage shall not be less than that specified for the inner cage In the table, An inner and outer cage plus quadrant mats in accordance with Fig, 1,or An inner and outer cage plus an elkplical cage in accordance with Fig.2. For Wall C,in sizes 24 to 33 in,a single circular cage with an area not less than the sum of the specified inner and outer circular reinforcement areas. c Elliptical and quadrant steel must be held In place by means of hotaing rods,chairs,or other positive means throughout the entire casting operation. D For these classes and sizes,the minimum practical steel reinforcement is specified. 6.2.4 Allowable Combinations of Cemeraitious Materials- 6.2.4.7 A combination of portland cement, ground granu- The combination of cementitious materials used in the concrete lated blast-furnace slag (not to exceed 25 % of the total shall be one of the following: cementitious weight) and fly ash (not to exceed 25 % of the 6.2.4.1 Portland cement only, total cementitious weight. 6.2.4.2 Portland blast furnace slag cement only, 6.3 Aggregates-Aggregates shall conform to Specification 6.2.4.3 Slag modified portland cement only. C33 except that the requirement for gradation shall not apply. 6.2.4.4 Portland pozzolan cement only, 64 Admixtures and Blends-The following admixtures and 6.2.4.5 A combination of portland cement and ground blends are allowable: granulated blast-furnace slag, 6.4.1 Air-entraining admixture conforming to Specification 6.2.4.6 A combination of portland cement and fly ash. or C260: 5 C76- 10 TABLE 5 Design Requirements for Class V Reinforced Concrete Pipe' NO f)- l-See Section 5 for basis of acceptance specified by the owner. The strength lest requirements in pounds-force per linear foot of pipe under the three-edge-bearing method shall be either the 0-load (test load expressed in pounds-force per linear loot per foot of diameter)to produce a 0.01-in.crack,or the D-losids to produce the 0.01-in.crack and the ultimate load as specified below, multiplied by the internal diameter of the pipe in feet. D-load to produce a 0.01-in.crack 301:33 D-load to produce the ultimate load 3750 Reinforcement,in.2Aneer ft of pipe wall Wall A Wall B Wall C Internal Concrete Strength.6000 psi Concrete Strength,6000 psi Concrete Strength,6000 psi Designated Diameter, Grcular Circular Circular in, Wall ReintorcementA Elliptical Wall Reinforcemente Elliptical Wall Reinforcement,' Elliptical Thickness, Reinforce- Thickness, Reinforce- Thickness, Reinforce- II. Inner Outer menu in. Inner Outer ment° in. Inner Outer mentc Cage Cage Cage Cage Cage Cage 12 A •.. ... • 2 0.10 . .. 23/4 0.07° ... ... 15 A , . ... ... 21/4 0.14 .. 0.07° ._ ... 18 A ... .., , . 2's 0.19 . 0.16 31/4 0.10 ... ... 21 A .., ... , , 23/4 0.24 .. 021 31/2 0.10 ... ... 24 A ... .,. , 3 0.30 . . 0.24 33/4 0,12 0,07 0.13 27 A ... •-• .., 3,,,.. 0.38 0.23 0.42 4 0.14 (Loa 0.16 30 A ... . 0.41 0.25 0.46 41/4 0.18 0.11 0,20 33 A .. .. 33/4 0.46 0.28 0.51 41/2 0.23 0.14 0.25 36 A - - ... 4 0.50 0.30 0.56 4./.. 0.27 0.16 0.30 42 A ..• ... 4,,.4 0,60 0.36 0,67 5,4 0.36 0.22 0.40 5 0.73 0.44 0.81 53/4 0.47 0.28 0.52 54 A ... -.. - . . . 61/4 0.58 0.35 0.64 60 A ..., . . , . . 6,,:i 0.70 0.42 0,78 66 A . . .- . ... 0.84 0.50 0.93 72 4 • • .. A .. . ... .. 73/4 0.99 0.59 1.10 78 A •.. ... . . A ... A ._ 84 A ... .., .... A ,,, .- ..- --. 90 A ,.. -„ A .,.. ,. 96 A ... .. , , . , _, A ,.„ -, .. 102 A . . , . . .., ... .. ... 108 A ... . ... A ... .„ , 114 A ... ,.. A . . -. ..,... . 120 A ... - A ... , . , • 126 A . . ,_ , A .. ,., . A .„ „ 132 A „ , A ... . A . . •- ..■ 138 A , _. ,. , A .. ,., „ 144 A - - A ,. ... „, A . . .. ... A For modified or special designs see 7.2 or with the permission of the owner utilize the provisions of Specification C655.Steel areas may be Viler-petaled between those shown for variations in diameter,loading,or wall thickness.Pipe over 96 in.in diameter shall have two circular cages or an inner circular plus one elliptical cage. A As an altemattve to designs requiring both inner and outer circular cages the reinforcement may be positioned and proportioned in either of the following manners An inner circular cage plus an elliptical cage such that the area of the elliptical cage shall not be less than that specified for the outer cage in the table and the total area of the inner circular cage plus the elliptical cage shall not be less than that specified for the inner cage in the table, An inner and outer cage plus quadrant mats in accordance with Fig. 1,or An inner and outer cage plus an elliptical cage in accordance with Fig,2, c Elliptical and quadrant steel must be held In place by means of holcing rods,chairs,or other positive means throughout the entire casting operation. °For these classes and sizes,the minimum practical steel reinforcement is specified. 6.4.2 Chemical admixture conforming to Specification Type Ill synthetic fibers designed and manufactured specifi- C494/C494M; cally for use in concrete and conforming to the requirements of 6.4.3 Chemical admixture for use in producing flowing Specification C1116 shall be used. concrete conforming to Specification C 1017/C1017M; and 6.4.4 Chemical admixture or blend approved by the owner. 7. Design 6.5 Steel Reinforcement-Reinforcement shall consist of 7,1 Design Tables-The diameter,wall thickness,conipres wire conforming to Specification A82/A82M or Specification sive strength of the concrete, and the area of the circumferen- A496/A496M; or of wire reinforcement conforming to Speci- fication A185/A185M or Specification A497/A497M; or of tial reinforcement shall be as prescribed for Classes Ito V in bars conforming to Specification A36/A36M, Specification Tables 1-5, except as provided in 7.2. A615/A615M Grade 40 or 60, or Specification A7()6/A706M 7.1.1 The reinforcement as presented in the tables herein Grade 60. allows single circular cage reinforcement,or separate inner and 6.6 Synthetic Fibers-Collated fibrillated virgin polypropy- outer circular cage reinforcement or a combination thereof. lene fibers are not prohibited from being used at the manufac- Footnotes to the tables are intended to clarify tabulated turer's option,as a nonstructural manufacturing material.Only requirements or provide acceptable alternative reinforcement 6 11,11- C76— 10 designs, either of which are applicable and binding as if they I in. from the outer surface of the pipe at the horizontal were contained in the body of the specification. diameter. In pipe having elliptical reinforcement with wall 72. Modified and Special Designs: thicknesses less than 21/2 in.. the protective covering of the 7.2.1 If permitted by the owner the manufacturer may concrete shall be 1/4 in.at the vertical and horizontal diameters. request approval by the owner of modified designs that differ 8.1.4 The location of the reinforcement shall be subject to from the designs in 7.1; or special designs for sizes and loads the permissible variations in dimensions given in 12.5. beyond those shown in Tables 1-5. 7.1, or special designs for 8.1.5 The spacing center to center of circumferential rein- pipe sizes that do not have steel reinforcement areas shown in forcement in a cage shall not exceed 4 in. for pipe up to and fables 1-5 of 7.1. including pipe having a. 4-in, wall thickness nor exceed the 7,2.2 Such modified or special designs shall be based on all thickness for larger pipe,and shall in no case exceed 6 in rational or empirical evaluations of the ultimate strength and 8.1.6 Where the wall reinforcement does not extend into the cracking behavior of the pipe and shall fully describe to the joint,the maximum longitudinal distance to the last circumfer- owner any deviations from the requirements of 7.1. The ential from the inside shoulder of the bell or the shoulder of the descriptions of modified or special designs shall include the spigot shall he 3 in except that if this distance exceeds one-half wall thickness, the concrete strength, and the area, type, the wall thickness, the pipe wall shall contain at least a total placement, number of layers, and strength of the steel rein- reinforcement area of the minimum specified area per linear forcement. foot times the laying length of the pipe section.The minimum 7.2.3 The manufacturer shall submit to the owner proof of cover on the last circumferential near the spigot shoulder shall the adequacy of the proposed modified or special design. Such be )7.1 in proof may comprise the submission of certified three-edge- 8.1.6.1 Where reinforcement is in the bell or spigot the bearing tests already made.which are acceptable to the owner minimum end cover on the last circumferential shall be 1/2 in or, if such three-edge-bearing tests are not available or accept- in the bell or 1/4 in. in the spigot. able, the manufacturer may be required to perform proof tests 8.1.7 The continuity of the circumferential reinforcing steel on sizes and classes selected by the owner to demonstrate the shall not be destroyed during the manufacture of the pipe, adequacy of the proposed design. except that when agreed upon by the owner, lift eyes or holes 7.2.4 Such pipe must meet all of the test and performance may be provided in each pipe for the purpose of handling. requirements specified by the owner in accordance with 8.1.8 If splices are not welded, the reinforcement shall be Section 5. lapped not less than 20 diameters for deformed bars and 7.3 Area—In this specification, when the word area is not deformed cold-worked wire, and 40 diameters for plain bars described by adjectives,such as cross-section or single wire, it shall be understood to be the cross-sectional area of reinforce- and cold-drawn wire. In addition, where welded-wire fabric are used without weldi lapped cages of ng, the lap shall ment per unit lengths of pipe. contain a longitudinal wire. 8. Reinforcement 8.1.8.1 When splices are welded and are not Lipped to the 8.1 Circumferential Reinforcement—A line of circumferen- minimum requirements above, pull tests of representative tial reinforcement for any given total area may be composed of specimens shall develop at least 50% of the minimum sped- two layers for pipe with wall thicknesses of less than 7 in. or fled strength of the steel, and there shall be a minimum lap of three layers for pipe with wall thicknesses of 7 in or greater. 2 in For butt-welded splices in bars or wire, permitted only The layers shall not be separated by more than the thickness of with helically wound cages. pull tests of representative sped- one longitudinal plus 1/4 in. The multiple layers shall be mens shall develop at least 75 % of the minimum specified fastened together to form a single cage.All other specification strength of the steel. requirements such as laps, welds, and tolerances of placement 8.2 Longitudinal Reinforcement—Each line of circumferen- in the wall of the pipe. etc.. shall apply to this method of tial reinforcement shall be assembled into a cage that shall fabricating a line of reinforcement, contain sufficient longitudinal bars or members,to maintain the 8.1.1 Where one line of circular reinforcement is used, it reinforcement in shape and in position within the form to shall be placed from 35 to 50%of the wall thickness from the comply with permissible variations in 8.1.The exposure of the inner surface of the pipe. except that for wall thicknesses less ends of longitudinals, stirrups, or spacers that have been used than 21/2 in., the protective cover of the concrete over the to position the cages during the placement of the concrete shall circumferential reinforcement in the wall of the pipe shall be 1/4 not be a cause for rejection. in. 8.3 Joint Reinforcement—The length of the joint as used 8.1.2 In pipe having two lines of circular reinforcement, herein means the inside length of the bell or the outside length each line shall be so placed that the protective covering of of the spigot from the shoulder to the end of the pipe section. concrete over the circumferential reinforcement in the wall of The end distances or cover on the end circumferential shall the pipe shall be 1 in, apply to any point on the circumference of the pipe or joint. 8.1.3 In pipe having elliptical reinforcement with wall When convoluted reinforcement is used, these distances and thicknesses 21/2 in. or greater, the reinforcement in the wall of reinforcement areas shall be taken from the points on the the pipe shall be so placed that the protective covering of convolutions closest to the end of the pipe section. Unless concrete over the circumferential reinforcement shall be I in. otherwise permitted by the owner, the following requirements from the inner surface of the pipe at the vertical diameter and for joint reinforcement shall apply. 7 • C76- 10 Quadrant 2 together to make a continuous line of pipe compatible with the 90 AP permissible variations given in Section 12. 7"<tI,C01 Au, rap Ma:IN:art / • 10. Manufacture / A' • \ 10.1 Mixture—The aggregates shall he sized, graded, pro- . portioned, and mixed with such proportions of cetnentitious •w materials and water as will produce a homogeneous concrete •E _ mixture of such quality that the pipe will conform to the test / \ and design requirements of this specification.All concrete shall A have a water-cementitious materials ratio not exceeding 0.53 • / , A' by weight. Cementitious materials shall be as specified in 6.2 and shall be added to the mix in a proportion not less than 470 lb/yd" unless mix designs with a lower cementitious materials content demonstrate that the quality and performance of the 40 dep pipe meet the requirements of this specification, Quadrant I 10.2 Curing—Pipe shall be subjected to any one of the methods of curing described in 10.2.1 to 10,2.4 or to any other Non- 1—The total reinforcement area(Asi)of the inner cage plus the - quadrant mat in Quadrants 1 and 2 shall not be less than that specified for method or combination of methods approved by the owner,that the inner cage in Tables 1-5. will give satisfactory results. The pipe shall be cured for a Nort 2—The total reinforcement area(Aso)of the outer cage plus the sufficient length of time so that the specified D-load is obtained quadrant mat in Quadrants 3 and 4 shall not be less than that specified for when acceptance is based on 5.1.1 or so that the concrete will the outer cage in Tables 1-5. develop the specified compressive strength at 28 days or less Non- 3—The reinforcement area(A'xi)of the inner cage in Quadrants when acceptance is based on 5.1.2. 3 and 4 shall be not less than 25 Ck of that specified for the inner cage in 10.2.1 Steam Curing Pipe may be placed in a curing Tables 1-5. Non, 4—The reinforcement area(A'so)of the outer cage in Quadrants chamber, tree of outside drafts, and cured in a moist atmo- 1 and 2 shall be not less than 15 ri of that specified tor the outer cage in sphere maintained by the injection of steam for such time and Tables 1-5. such temperature as may be needed to enable the pipe to meet Non. 5-4f the reinforcement area (Aso)of the outer cage in Quad- the strength requirements. The curing chamber shall be so rants 1 or 2 is less than 50 of that specified lot the outer cage in'fables constructed as to allow full circulation of steam around the I-5,the quadrant mats used for the outer cage in Quadrants 3 and 4 shall entire pipe. extend into Quadrant and 2 not less than a distance equal to the wall thickness as specified in 10.2.2 Water Curing Concrete pipe may be water-cured Tables 1-5. FIG.1 Quadrant Reinforcement by covering with water saturated material or by a system of perforated pipes,mechanical sprinklers,porous hose,or by any other approved method that will keep the pipe moist during the 8.3.1 Joint Reinforcement for Non-Rubber Gasket Joints: specified curing period, 8.3.1.1 For pipe 36 in. and larger in diameter,either the bell 10.2.3 The manufacturer may. at his option. combine the or spigot shall contain circumferential reinforcement. This methods described in 10.2.1 to 10.2.4 provided the required reinforcement shall be an extension of a wall cage, or may be concrete compressive strength is attained. a separate cage of at least the area per foot of that specified for 10.2.4 A sealing membrane conforming to the requirements the outer cage or one-half of that specified for single cage wall of Specification C309 may be applied and should be left intact reinforcement, whichever is less. until the required strength requirements are met.The concrete 8.3.1.2 Where bells or spigots require reinforcement, the at the time of application shall be within 10°F of the atmo- maximum end cover on the last circumferential shall be spheric temperature. All surfaces shall be kept moist prior to one-half the length of the joint or 3 in., whichever is less, the application of the compounds and shall be damp when the 8.3.2 Joint Reinforcement for Rubber Gasket Joints: compound is applied. 8.3.2,1 For pipe 12 in. and larger in diameter, the bell ends shall contain circumferential reinforcement. This reinforce- 11. Physical Requirements ment shall be an extension of the outer cage or a single wall 11.1 Test Specimens—The specified number of pipe re- cage,whichever is less,or may be a separate cage of at least the quired for the tests shall be furnished without charge by the same area per foot with longitudinals as required in 8,2. If a manufacturer and shall be selected at random by the owner,and separate cage is used, the cage shall extend into the pipe with shall be pipe that would not otherwise be rejected under this the last circumferential wire at least one in. past the inside specification.The selection shall be made at the point or points shoulder where the pipe barrel meets the bell of the joint, designated by the owner when placing the order. 8.3.2.2 Where bells require reinforcement, the maximum 11.2 Number and Type of Test Required for Various Delivery end cover on the last circumferential shall be 2 in. Schedules: 11.2.1 Preliminary Tests for Extended Delivery 9. Joints Schedules—An owner of pipe, whose needs require shipments 9.1 The joints shall be of such design and the ends of the at intervals over extended periods of time, shall be entitled to concrete pipe sections so formed that the pipe can be laid such tests, preliminary to delivery of pipe, as are required by 8 • C76- 10 Top Outer Circular Cage Elliptical Cage Inner Circular Cage II Non I—The total reinforcement area of the inner circular cage and the elliptical cage shall not be less than that specified for the inner cage in Tables I-5_ Non 2—The total reinforcement area of the outer circular cage and the elliptical cage shall not be less than that specified for the outer cage in Tables I 5. FIG.2 Triple Cage Reinforcement the type of basis of acceptance specified by the owner in each specimen that failed,and the pipe shall be acceptable only Section 5,of not more than three sections of pipe covering each when all of the retest specimens meet the strength require- size in which he is interested. ments. 11.2.2 Additional Tests—After the preliminary tests de- CONCRETE TESTING scribed in 11.2.1, an owner shall be entitled to additional tests at such times as the owner may deem necessary,provided that 11.4 Type of Specimen— Compression tests determining the total number of pipe tested (including preliminary tests) concrete compressive strength may be made on either standard shall not exceed one pipe or 1 %, whichever is the greater, of Ridded concrete cylinders or concrete cylinders compacted and each size of pipe delivered, cured in like manner as the pipe, or on cores drilled from the 11.3 External Load Crushing Strength: pipe. 11.3.1 The load to produce a 0.01-in, crack or the ultimate 11.5 Compression Testing of Cylinders: load, as determined by the three-edge-bearing method as 11.5.1 Cylinder Production Cylinders shall be prepared. described in the Test Methods C497 shall be not less than that cured and tested in accordance with Section II of Test Methods prescribed in Tables 1-5 for each respective class of pipe. Pipe C497. that support the prescribed load to produce the 0.01-in. crack 11.5.2 Number of Cylinders—Prepare no fewer than five and do not show a wider crack shall be considered to have,met test cylinders from a group (one day's production) of pipe that test requirement It is not a requirement of this speciifca- sections tion that the pipe be cracked or loaded to failure during these 11.53 Acceptability on the Basis of Cylinder Test Results: tests, Pipe that have been tested only to the formation of a 11.5.3.1 When the compressive strengths of all cylinders 0,01-in. crack and that meet the 0.01-in. crack load require- tested for a group are equal to or greater than the required ments shall be accepted for use. Three-edge-hearing test to concrete strength. the compressive strength of concrete in the ultimate load is not required for any class of pipe 60 in. or less group of pipe sections shall be accepted. in diameter listed in Tables 1-5 provided all other requirements 11.5.3.2 When the average compressive strength of all of this specification are met, cylinders tested is equal to or greater than the required concrete Non 3—As used in this specification, the 0.01-in. crack is a test strength, and not more than 10* of the cylinders tested have criterion for pipe tested in the three-edge-beanng test and is not intended a compressive strength less than the required concrete strength_ 'as an indication of overstressed or failed pipe under installed conditions. and no cylinder tested has a compressive strength less than 11.3.2 Retests of Pipe Not Meeting the External Load 80%of the required concrete strength,then the group shall be Crushing Strength Requirements—Pipe shall be considered as accepted. meeting the strength requirements when all test specimens 11.5.3.3 When the compressive strength of the cylinders conform to the strength requirements. Should any of the test tested does not conform to the acceptance criteria stated in specimens fail to meet the strength requirements,the manufac- 11.5.3,1 or 11,5.3.2, the acceptability of the group shall be turer shall be allowed a retest on two additional specimens for determined in accordance with the provisions of 11.6. 9 41, C76- 1 0 11.6 Compression Testing of Cores: 11.11 Test Equipment Every manufacturer furnishing pipe 1.6.1 Obtaining Cores Cores shall be obtained and pre- under this specification shall furnish all facilities and personnel pared in accordance with Section 6 of Test Methods C497. necessary to carry out the tests described in Test Methods 11.6.2 Number of Cores—One core shall be taken from a C497. pipe section selected at random from each day's production run 12. Permissible Variations of a single concrete strength. 12.1 internal Diameter The internal diameter of 12-in. 11.7 Acceptability on the Basis of Core Test Results: through 24-in. pipe shall not vary by more than 2% of the 11.7,1 When the compressive strength of a core tested for a design diameter for 12-in. pipe and 1.5 % for 24-in. pipe with group of pipe sections is equal to or greater than the required intermediate sizes variation being a linear scale between 2 % concrete strength, the compressive strength of the concrete for and 1.5 %.The internal diameter of sizes 27-in.and larger shall the group is acceptable. not vary by more than 1 % of the design diameter or ± whichever is greater.These diameter requirements are based on 11.7.2 If the compressive strength of the core tested is less the average of four diameter measurements at a distance of 12 than the required concrete strength. two additional cores shall he taken from that pipe section and tested Concrete repre- in. from the end of the bell or spigot of the pipe. Diameter . sented by these three core tests shall he considered acceptable verification •shall he made on the number of pipe selected for if: (I)the average of the three core strengths is equal to at least test per Section 11. 12.2 Wall Thkkness—The wall thickness shall not vary 85 %of the required strength and(2)no single core is less than more than shown in the design or specified wall by more than 75% of the required strength. -±5% or -VI h in whichever is greater. A specified wall 11.7.3 If the compressive strength of the three cores does thickness more than required in the design is not cause for not meet the requirements of 11.7.2. the pipe from which the rejection. Pipe having localized variations in wall thickness cores were taken shall be rejected.Two pipe sections from the exceeding those specified above shall be accepted if the remainder of the group shall be selected at random and cored three-edge-bearing strength and minimum steel cover require- and tested for conformance with either 11.7.1 or 11.7.2. If both ments are met. pipe sections meet the core strength requirements of either 12.3 Length of Two Opposite Sides—Variations in the lay- 11.7.1 or 11.7.2,the remainder of the group shall be acceptable. ire length of two opposite sides of the pipe shall not be more If both pipe do not meet the test strength requirement. the than I/4 in. for all sizes through 24-in, internal diameter, and remainder of the group shall be either rejected or,at the option not more than 1/2 in./ft for all sizes larger with a maximum of of the manufacturer, each pipe section of the remaining group in. in any length of pipe through 84-in, internal diameter. shall be cored and accepted individually and any of the pipe and a maximum of in. for 90-in, internal diameter or larger, sections that have core strengths less than the requirements of except where beveled end pipe for laying on curves is specified 11.7.1 or 11.7.2 shall be rejected. by the owner. 11.8 Plugging Core Holes Core holes shall be plugged 12.4 Length of Pipe—The underrun in length of a section of and sealed by the manufacturer in a manner such that the pipe pipe shall not be more than 1/2 in./ft. with a maximum of 1/2 in. section will meet all of the requirements of this specification, in any length of pipe. Regardless of the underrun or overrun in Pipe sections so plugged and sealed shall be considered any section of the pipe,the end cover requirements of Sections satisfactory for use. 8 and 12 shall apply. 12.5 Position or Area of Reinforrernent: 11.9 Absorption—An annual absorption test shall be per 12.5.1 Position—The maximum variation in the position of formed for each mix design for each production process. The a line of circumferential reinforcement shall he ±10% of the absorption of a sample from the wall of the pipe,as determined wall thickness or ±1/2 in whichever is greater. Pipes having in accordance with Test Methods C497,shall not exceed 9% of variations in the position of a line of circumferential reinforce the dry mass for Method A or 8.5 qr for Method B. Each ment exceeding those specified above shall be accepted if the Method A sample shall have a minimum mass of 1.0 kg shall three-edge-bearing strength requirements obtained on a repre- be free of visible cracks, and shall represent the full wall sentative specimen are met. In no case, however, shall the thickness of the pipe.When the initial absorption sample from cover over the circumferential reinforcement be less than I,/4 in. a pipe fails to conform to this specification, the absorption test as measured to the end of the spigot or 1/2 in as measured to shall be made on another sample from the same pipe and the any other surface. The preceding minimum cover limitations results of the retest shall be substituted for the original test do not apply to mating surfaces of nonrubber gasket joints or results. gasket grooves in rubber gasket joints. If convoluted reinforce- 11.10 Retests of Pipe—When not more than 20% of the ment is used, the convoluted circumferential end wire may he concrete specimens fail to pass the requirements of this at the end surface of the joint providing the alternate convo- specification, the manufacturer may cull the project stock and lutions have at least I in. cover from the end surface of the may eliminate whatever quantity of pipe desired and shall mark joint. those pipe so that they will not be shipped. The required tests 12.5.2 Area of Reinforcement—Reinforcement will be con- shall be made on the balance of the order and the pipe shall be sidered as meeting the design requirements if the area, corn- accepted if they conform to the requirements of this specifica- puted on the basis of nominal area of the wire or bars used, tion. equals or exceeds the requirements of 7.1 or 7.2.Actual area of 10 40' C76- 10 the reinforcing used may vary from the nominal area according indicating honeycombed or open texture that would adversely to permissible variations of the standard specifications for the affect the function of the pipe. reinforcing. When inner cage and outer cage reinforcing is 15.1.3 The ends of the pipe are not normal to the walls and used,the inner cage nominal area may vary to the lower limit center line of the pipe, within the limits of variations given in of 85 % of the elliptical nominal area and the outer cage 12.3 and 12.4. nominal area may vary to the lower limit of 51 % of the 15,1.4 Damaged or cracked ends where such damage would elliptical nominal area provided that the total nominal area of prevent making a satisfactory joint. the inner cage plus the outer cage shall, not vary beyond the 15.1.5 Any continuous crack having a surface width of 0.01 lower limit of 140% of the elliptical nominal area. in, or more and extending for a length of 12 in. or more, regardless of position in the wall of the pipe, for pipe not 13. Repairs installed or under load. 13.1 Pipe may be repaired, if necessary, because of imper- fections in manufacture or damage during handling and will he 16. Marking acceptable if, in the opinion of the owner, the repaired pipe 16.1 The following information shall be legibly marked on conforms to the requirements of this specification, each section of pipe: 16.1.1 The pipe class and specification designation, 14. Inspection 16.1.2 The date of manufacture. 14.1 The quality of materials, the process of manufacture, 16.1.3 The name or trademark of the manufacturer, and and the finished pipe shall be subject to inspection and 16.1.4 Identification of plant. approval by the owner. 16.2 One end of each section of pipe with elliptical or quadrant reinforcement shall be clearly marked during the 15. Rejection process of manufacturing or immediately thereafter, on the 15,1 Pipe shall be subject to rejection on account of failure inside and the outside of opposite walls along the minor axis of to conform to any of the specification requirements.Individual the elliptical reinforcing or along the vertical axis for quadrant sections of pipe may be rejected because of any of the reinforcing. following: 16.3 Markings shall he indented on the pipe section or 15.1.1 Fractures or cracks passing through the wall, except painted, thereon with waterproof paint. for a single end crack that does not exceed the depth of the joint. 17. Keywords 15.1.2 Defects that indicate proportioning, mixing, and 17.1 circular pipe: culvert D-load: pipe; reinforced con- molding not in compliance with 10.1 or surface defects crete: sewer pipe: storm drain ASTM International takes no position respecting the validity of any patent rights asserted In connection with any Item mentioned in this standard.Users of this standard are expressly advised that determination of the vaNdity of any such patent rights,and the risk of infringement of such rights,are entirely their own responsibility This standard is sullied to revision at any time by the responsible technical committee and must be reviewed every bye years and If not revised,either reapproved or wIthdraim Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters, Your comments will receive careful consideration at a meeting of the responsible technical committee,which you may attend,If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards,at the address shown below. This standard is copyrighted by ASTM International, 100 Barr Harbor Drive,PO Box C700„West Conshohocken,PA 19428-2968 United States. Individual reprints(single or multiple copies)of this standard may be obtained by contacting ASTM at the above address or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceeastmorg (e-mail); or through The ASTM website (www.astm.oig). Permission rights to photocopy the standard may also be secured from the AS TM website (www,astm,argy COPYRIGHT,). :. 6" .r . . tir-1 • :1 . .. •1 i. •1 1.. , •I 4 ' • 1 1• --CAST IRON RING & i 1 ' COVER PER CITY SPECS 1 1, . i I.• 1•I ®'r .C 1 J -1--1 I°S'' I It 1 1 . ii • '1 6" _rr_,.°_J 3'-0" i 6 } 4'-0" 1.- PLAN COViEL HOLES FCR #4- REBAR 2" R ;t: c: T.O.C.-.--1 - 1�r• + . °I , --VS' 1,-Er IDE 32° THINWALL Ei KNOCKOUTS • (TYP 4 1 1, / 1 1•-. I e ...1 .. 1 / i / . , \,� i ' � #4 REBAR ® 12° OCE4! a . -• . , IN BOTTOM, WALLS, & TOP • - _____... _ _ ._ ISOMETRIC 6" J CI3505 WEIGHTS fi' 3'-0" 6" EMPTY WT (LOS) . r . tf__- 4.-0* - TOP SECTION 3,750 SECTION BOTTOM SECTION 6,200 SPECIFICATIONS ;!pARK TEL(713) 937-7602 CONCRETE : Close 1 concrete with of design strength of FAX(713) 937-4254 4500 PSI of 28 days. Unit is of monolithic EQUIPMENT COMPANY MS(800)256-8041 construction of floor and first stage of wall with sectional riser to required depth. Rated "Expect the Best" for H -20 Loading. REINFORCEMENT: Grade 60 reinforced. No. 4 steel rebar to 3' x Jr' CURB INLET conform to AS1'M A815 an required centers DALLAS / FORT WORTH or equal. SGF DWG. NO. REV. C.I. CASTINGS: Cast iron ring and cover ore manufactured NONE of grey cast iron conforming to AST14 A48-76 7ATE 03505-�FW A� Cioss 0. 08/01 46- PM£ANt ._ 1 . ■Ntilt0:14:4414....top 4,- -4,■ 4,' 40-4,,,,/ ..4.1,,,.. ... • • 4e. • - v....,!",,is47-0-,- licrihia (, ( ) 'i`i I `rJ.'I 047 PEE CAtatBASN 54 BA9t:B 04 LET P.�A't: . to stool<4.4*.NN.,,,,....%), 41. MICR K. P ∎ E - -30 1 1 9 12 i�= . PRECAST CATCHBASIN Car 12" P RKLENVIRONFMENTAL RISER SECTION 5114- ---- 800-256-8041 ' . + BASIN SKIM---- ` "�• 'sly' / ..J.- r / J/ 1 . I', C cP S t_i ' VARIABLE 1 1 l,, 71 �� i }: VARIABLE ` / `f L'.-•, - ......:,,.. I•, 4�-0" J __. ... ..,:::::: "., 6. „,, SECTION 30' OtAMEliR KNOCK OUT (WIL1. ACCOMMODATE <--.. UP TO 24" RCP.)SECTION (WEIGHT 3,307) lbs.) 4'-0" �/ C-973 ISOMETRIC ®Park 2005 " SPECIFICATIONS • 141pAR ''� 800_256_8041 CONCRETE : Class 1 concrete with of design strength of t,,,K pBrtc-uSA.tom 45C0 PSI at 28 days. Unit is of monolithic ENVI-RCNUD1TAL EMINENT construction at floor and first stage of wall with sectional riser to required depth. Rated "Expect the Best" for H-20 Loading. REINFORCEMENT: Grade 60 reinforced with stool rebar to 2-GRATE INLET conform to ASTM A615 on required centers MODEL G$2 (F/G CAST-IN) or count. SCALE DWG. NO. REV. C... CASTINGS: Cost iron frames and grates ore manufactured NONE of grey cost iron conforming to ASTM A48-76 G12-----2 A� Class 30. OATh 01/05 C AAb rn ocr�— — •�A:ardAA�/ Ace A'S/ /�� (6)30-x1r ND CAST 6 S9ylp�_ IRON FRAME&GRATE /:%. `V7� %/i,`j!:%°i'!!.o A (TOTAL Wr=2.236{bs) A Ga15 Ta a �AesbAbA b AA� R PRECAST CATC46ASN A A A •b A m!rr NA+lG MODEL G16 BY bsA • AAAdb_\ ' FROM BRAY ORM.% PARK ENVIRONMENTAL •8 AA's,> RS[S 60D-256-604i� bA A AA/.'' �eA�� , 54' I ',OP..--041 •Sta►TFa I-€1EAM SUPPORT . ■•,. ... % ci.■ 1 BASIN SECTION • ZO 34'DIAMETER KNOCK ` OUT.(vu.ACCOMMODATE \\ UP TO 24'RCP. • •' '.._1:--:.. i'' ISOMETRIC SIDE ELEVATION 1 — 6"1 2'--3' 2'-3" 2'-3" 6" e' • 101NTS SEALED w/ :: , _ � } ..t JOINT SEAL ANT in'11-=OA= ri r-1111111 n II I I . . .. 1 E1[ I I TYPICAL•THIN WALL ,. it �I- IDDDDDDII IIDDDDDDII IIDUDUDU KNOCK-OUT AS REa'Dtti�� o ° IDDDDDDA 11011111:1111j10000001— o �.. -- o o = IoDDDDD ODDDDDIiDDDDDDt-. IDDDOQDA 1100110111110000001 W 1 mu n IlID1I QIIIII I ._. PLAN �. - . •e .. �. f FRONT ELEVATION ID C-913 Q Park 2005 SPECIFICATIONS 4.i PARK 800-256-8047 CONCRETE : Coss 1 concrete with of design strength of www park-USA.corn 4500 PSI at 28 days. Unit is of monolithic EN11ROVAIENTAL EQUIPMENT construction at floor and first stage of wall with sectional riser to required depth. Rated "Expect the Beet" for H-20 Loading. REINFORCEMENT: Grade 60 reinforced. No. 4 steel rebor to 6-GRATE INLET • conform to ASTM A615 on required centers MODEL GIB (FIG CAST-IN) or equal. SCALF DWG. No. REV. C.I. CASTINGS: Cost iron frames and grates are manufactured NONE of grey cost iron conforming to ASTM A48-76 DATE— °' GI 6—2 Al Cioss 3C. 01/05 t. GUTTER INLET FRAME AND BAR GRATE $14:$' { LF pCf ;g. } i I Du Wp p1,4 rvl V-4230 GUTTER INLET FRAME & BAR GRATE �� J I w� a � g`=z 1 Heavy duty €, Machined bearing surfaces ! 4 Options: . � Special lettering '. Vane grate ` "` , Ductile Iron �� r . Bolted assembly ".4;ftf� �/t* Q ' "DUMP NO WASTE!" -,0J' 4° r£i> lettering and fish image illustrating V-4232 Frames Si V-4230-1 Grates 4t Approx.470 sq.in open area r Illustrating V-4230 Frame M.- &V-4230-1 Grate "° Approx.235 sq.In open area � brig b Frame Styles t 2 n V_7J Si_ _-_tti?l-f 22/4. G7 R 61 V-4230 V-4231 END r 'o 0• r — Is+/+•---.1 %a 3 n it Il iTA Ii Il ti V-4232 L V-4232 R V-4233 4 M rd _ 8 I 9 '� 7 J_ �� I „1O,� 1 V-4234 END V-4234 CTR V-4235 CTR V-4236 V-4230-1 4230-1 Grate with special lettering ,i Frame Combination _ i' _ _ -- _...__ . , - J 4 i. 11111101- U I ri 3 4-1. I_3 1 5 4 ' 1 z a b 7 0 l 1 E ii4'k te 95 l� 4 5 Ii I I _• sq.in.open area ; I�©I (II in 3 F. 5 � r = 9 1 4 13 © 3 7600M Hydrodynamic a Vane Grate approx. 1111111111 s220 sq.1n.open area Support oll frame joints with steel I-beams supplied by other. E DRAINS TO RIVER” ' [, East Dordon Iron Works,Inc. 800.626.4653 ww',v.EJiw corn 157 ,