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Chateaus-SP080625 ~. I t Attn: KCK Utility Construction The Chateaus of Co~ COlWell, TX .----- [ ,I, Ii Engineer: N/ A Submitted by: City of Coppell, TX Created by: Mainline Supply Company ,,--. . " . ~ " ~ , TABLE OF CONTEST 1. PVC Sewer & Water Pipe Diamond Plastic 2. Gate Valves OIL Kennedy Valve 3. Fire Hydrants OIL Clow 4. PVC Retainers WI Acc Ford Meter Box 5. Valve Boxes Tyler Pipe 6. Brass Corp, & Angle Stop the Ford Meter Box 7. Plastic Meter Box Bass & Hays 8. Cleanout Casting Bass & Hays ,r-- 9. Tapping Sleeve SS Ford Meter Box 10. Backflow Preventer Watts Regulators 11. DI Iron MJ Fittings Tyler Pipe 12. PVC Sewer Fittings Plastic Trends 13. Sanitary Swr Castings Bass & Hays .r-- ~-l,;.' DiAiVI.9ND ~ ~LASTlq CORPORATION r-"" PVC Pipe for the 2/>1 Ce/ltll1'..Jir:\1 Product Description: Diamond (C900) PYC Pipe (4" through 12" is made of 12454 compound per ASTM 01784, in accordance with the dimensional, chemical, and physical requirements of AWWA C900. Diamond (C900) PYC Pipe bears the mark of NSF, International (NSF), the listing of Underwriters Laboratory, Inc. (UL), and (DRI4 & DRI8) bears the listing of Factory Mutual (FM). Diamond (C900) PYC Pipe utilizes a gasket, per ASTM F477, to seal the integral bell socket to the spigot of the next joint (which conforms to the requirements of AST M 03139.) 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. ~ Diamond C900 is supplied in 20 foot lengths. Physical Properties of PVC 12454: Property ASTM Test 0792 0638 0638 0256 Minimum Specific Gravity T ensile Strength, psi Tensile Modulus, psi IZOD Impact Strength, 1.40 7,000 400,000 65 ft., Ib./in. SHORT FORM Specification for Diamond C900 PVC Water Pipe Diamond C900 PVC Water Pipe shall be made of compounds conforming to ASTM D1784 with a cell classification of 12454. Diamond C900 shall meet all the dimensional, chemical, and physical requirements as outlined in A WW A C900 and will be supplied in 20 foot laying lengths. Joints shall meet the requirements of ASTM 3139 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. CD I(j:\ Underwriters \::y Laboratories Inc. r---.. ~;\i":.,~. 'l>,., .... ~;,~ ~, Factory Mutual Systems APPROVED Diamond Plastics Corporation 0 1212 Johnstown Road 0 Grand Island, Nebraska 68803 0308.384.4400 o ~_" .1 .,' ~_ I? !;~j~N ~ t:i e:t FLAS~' [CS l'i'!"::::"-- ...";: ;~.- . ~-, - -"','@bRPORATION~ .;.~ . ::~~~. )t ~~., ~.;,:_~, ~~~ -.:"'J ,. ';' ;-j~ ""':Q. 'ir Rieber Joint Illustration t /\ .......... /\ ."--\ I \ \! ,r-. 20 Foot Laying Lengths All dimensions are given in inches and (mm) 4" 4.800 6 ~" 6 5 0.343 0.267 0.192 (100) ( 121.9) (8.71 ) (6.78) (4.88) 6" 6.900 9 11.." 6.5 6 0.493 0.383 0.276 (150) (175.3) (12.52) (9.73) (7.01 ) 8" 9.050 113j.." 7 6.5 0.646 0.503 0.362 (200) (229.9) (16.41 ) (12.78) (9.19) 10" 11.100 141J.." 7.5 7 0.793 0.617 0.444 (250) (281.9) (20.14) (15.67) (11.28) 12" 13.200 163j.." 8 7.5 0.943 0.733 0.528 (300) (335.3) (23.95) (18.62) (13.41 ) "Possession of this page does not constitute an offer to sell." .r---.... Diamond Plastics Corporation 0 1212 Johnstown Road 0 Grand Island, Nebraska 68803 0308.384.4400 Di1~ONO .~ PLASTICS . €ORPORA+ioN \';;. r--- '10.. .. .~.. .;'~. " ii"'~ PVC Pipe for the 21 sf CenturyTM Product Description: Diamond gravity sewer pipe 4 inches through 48 inches shall be made of compounds conforming to material requirements of ASTM 03034 and ASTM F679 (Annex) in accordance with ASTM 01784. Diamond pve Sewer Pipe meets all the dimensional. chemical. and physical requirements as outlined in ASTM 03034 and ASTM F679. The pipe sizes 4 inches through 48 inches are made with an integral bell "water-tight" joint that meets the requirements of AST M 03212 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. r---. Physical Properties: ASTM D3034 & ASTM F679 Pipe Materials: Pipe shall be made of pve plastic having a minimum cell classification of 12454 or 12364 as defined in Specification 01784. Properties of PVC 12364 Property Specific Gravity Tensile Strength, psi IZOO Impact Strength 0792 0638 0256 ASTM Minimum Test 1.47 6,000 .65 Ft.,lb./in. of notch ~ SHORT FORM Specification for Diamond PVC Solid-Wall Sewer Pipe SDR 26 or SDR 35 or PS 46 or PS 115 Diamond pve Solid-Wall Sewer Pipe shall be made of compounds conforming to ASTM D 1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679. Diamond pye Sewer Pipe must meet all dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F679 or ASTM F679 ANNEX. Diamond pye 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 Pipe Stiffness Pipe SDR Modulus E = 400,000 E = 500,000 41 35 26 28 46 115 35 57 144 Diamond Plastics Corporation 0 1212 Johnstown Road 0 Grand Island, Nebraska 68803 0308.384.4400 ;--- w .,,-"'~"" ,y ~'" D '~9~rl:tle:1~hf\STICS CORPORATION :'~'" 1,r """ fB~:"" :l~ <~' 'V~ .i'l Rieber .loint Illustration Standard Laying Lengths are 14' & 20' 03034 Pipe Dimensions ,----- 4 4.215 5 1/4 45/8" 4 0.162 0.120 6 6.275 7 1/2 4%" 4 0.241 0.180 8 8.400 9 7/8 6 1/8" 5 0.323 0.240 10 10.500 123/8 6 %" 6 0.404 0.300 12 12.500 145/8 7 '~" 6 0.481 0.360 15 15.300 18 6%" 6 0.588 0.437 F679 & Annex Pipe Dimensions 18 18.701 21 %" 7 3~" 7" 0.719 0.499 21 22.047 25 Y2" 7 %" 7" 0.848 0.588 24 24.803 28 %" 8 Y2" 7 '~" 0.954 0.661 27 27.953 32 '/," 8 '/," 7 '~" 1.075 0.7 45 30dod 32.000 37 '~" 12" 10" 1.231 0.853 36ciod 38.300 43 '~" 12" 10" 1.473 1.021 42ciod 44.500 53" 16" 13" 1.187 48ciod 50.800 60" 16" 13" 1.355 ;---- "Possession of this page does not constitute an offer to sell." Diamond Plastics Corporation 0 1212 Johnstown Road 0 Grand Island, Nebraska 68803 0308.384.4400 ",---.. Features and Benefits DELRIN THRUST BEARINGS ABOVE AND BELOW THE THRUST COLLAR REDUCE FRICTION AND MINIMIZE OPERATING TORQUES . THE OPERATING MECHANISM IS TRIPLE O-RING SEALED TO COMPLETELY SEAL AGAINST LEAKAGE PAST THE STEM. TWO O-RINGS ARE PROVIDED ABOVE THE THRUST COLLAR AND ONE BELOW. UPPER O-I~INGS CAN BE REPLACED UNDER PRESSURE WITHOUT REMOVING THE STEM WHEN THE VALVE IS FULLY OPENED. LONG, TROUBLE FREE LIFE WITH HIGH STRENGTH, NON-CORRO- SIVE BRONZE STEM AND STEM NUT. ELECTRO-PLATED NUTS AND BOLTS PROVIDE LONG-LIFE CORROSION PROTECTION. STAINLESS STEEL BOLTS AND NUTS ARE AVAILABLE WHEN REQUESTED. O-RING SEALS AT STUFFING BOX ANDBONNETTOBODYRANG~ TO ENSURE THE BEST POSSIBLE SEAL. NO FLAT GASKETS. ----~ 100% COATED WEDGE WITH TWIN SEAL DESIGN ENSURES BUBBLE-TIGHT SEAL UP TO 250 PSI EVERY TIME. ELLIPTICAL BOLT HOLE DESIGN ELIMINATES THE NEED FOR ANTI-ROTATION BOLTS M&H CORROSION RESISTANT FUSION- BONDED EPOXY COATING, CONFORMING TO AWWA C-550 AND NSF61 APPROVED, PROTECTS BOTH INSIDE AND OUTSIDE OF VALVE. ".--... SMOOTH, UNOBSTRUCTED FULL SIZE WATERWAY IS FREE OF POCKETS, CAVI- TIES, AND DEPRESSIONS ALLOWING FOR MINIMAL FLOW LOSS AND LOWER PUMPING COSTS. ALL TAPPING VALVES ACCEPT FULL SIZE TAPPING CUTIER. PADS ON THE BOTIOM OF ALL VALVES KEEP VALVE IN UPRIGHT POSITION FOR EASIER STORAGE AND PROTECTION FROM THE ELEMENTS. ALL VALVES ARE RATED AT 250 PSI FOR AWWA SERVICE AND 200 PSI FOR. ULFM SERVICE. ALL VALVES ARE HYDROSTATICALLY TESTED TO 500 PSI. 10 YEAR LIMITED WARRANTY ~ ~ ------ During the decade of the 1980's, the waterworks industry was introduced to the Resilient Seated Gate Valve, a design principle that is dominant in preference for use in distribution systems. Kennedy Company was at the forefront in this industry-wide movement by introducing the Ken Seal Series, our AWWA CS09 Resilient Seated Gate Valve. In 2002, with the end user in mind, Kennedy redesigned the Ken Seal Series introducing the 8000 Series. The goal of the redesign was to eliminate the customer need for any anti-rota- tional bolts. Kennedy did this by designing a machined elliptical bolthole in place of an as-cast opening. This elliptical design allows valve installers to slide a standard sized bolt into the slot, therefore eliminating the need to have two different types of bolts on the installation. RECOMMENDED SPECIFICATIONS FOR C-509 CAS1IRON RESILIENT WEDGE GATE VALVES KENNEDY VALVE COMPANY Valves shall conform to the latest revision of AWWA Standard C-509 covering resilient seated gate valves for all water supply service. The valves shall have a cast iron body, bonnet, and o-ring plate. The wedge shall be totally encapsulated with rubber. The sealing rubber shall be permanently bonded to the wedge per ASTM 0429. Valves shall be supplied with o-ring seals at all pressure retaining joints. No flat gaskets shall be allowed. Blind bolts shall not be allowed. The valves shall be either non-rising stem or rising stem, opening by turning left or right, and provided with 2" square operating nut or a handwheel with the word "Open" and an arrow to indicate the direction to open. Stems for NRS assemblies shall be cast bronze with integral collars in full compliance with AWWA. OS&Y (rising stems) shall be bronze. All stems shall operate with bronze stem nuts independent of wedge and of stem (in NRS valves). Stainless steel stems or stem nuts are not allowed. NRS stems shall have two o-rings located above thrust collar and one o-ring below. Stem o-rings shall be replaceable with valve fully opened and subjected to full pressure. The NRS stems on 2"-12" shall also have two low torque thrust bearings located above and below the stem collar to reduce friction during operation. Waterway shall be smooth, unobstructed and free of all pockets, cavities and depressions in the seat area. Tapping valves 4" and larger shall accept a full size tapping cutter. The body, bonnet, and o-ring plate shall be fusion-bond epoxy coated, both interior and exterior on body and bonnet. Epoxy coating shall be NSF 61 approved and applied in accordance with AWWA CSSO. Each valve shall have manufacturers name, pressure rating, and year in which it was manu- factured cast in the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to the requirements of AWWA C-S09 (and UljFM where applicable). Valves shall have all component parts cast and assembled in the USA and shall be manufactured by the Kennedy Valve Company. ~ E l: ....-..j 3571 MECHANICAL JOINT ENOS 2" . 12" ~ A-~ 8561 FLANGED ENDS 2" . 12" ~o 8057 THREADED ENDS 2'1.3t! 8572 HANGED X MJ 311 .. 12" 0597 PUSH.ON FOR PVC 2" . 0" 8576 MECHANICAL CUTTING-IN JOINT 4" . 12" 8901 l'YTON ENDS PUSH.QN FOR (0.1. & C900) 4" . 12" ~~ t- U~-J ~~ 'CPEt"r ., .~ L.- A -J 8066 HANGED ENOS OS&V CONSTRUCTION 21/2" . 12" Lc 6902 fLANGED & mON JOINT PUSH.QN FOR (0.1. & 09(0) 4" . 12" 8590 TAPPING X MJ TAPPING VALVE 411 .. 12Jt 3071.P MECHANICAL JOINT POST INDICATOR VALVE (PIV) 2lf . 12" ~"U \! ~Jo at "Tlims 10 full 0 11\ 431Ll 5 1/2 10 63/4 93/4 131/2 191/2 ;;! C N :> ~ ----. KENNEDY VALVE A DIVISION OF MCWANE. INC. wVl/w.kennedyvalve.com 1021 E, Water Street Elmira, New York 14901 P.O. Box 981 Phone (607) 734-2211 Fax 1-607-734-3288 I- r--- .--- \ ---" ( I'1fOl.lDt..",' \'~.....~ \'I~':::. t~-..--_ \_~._- \~---- i. \ "---., MADE If/ TNF. USA Setting a New Standard for Fire Protection Bl1 Conforms fulIV to .A.WWA C502 slondorcls ilil Hos eornecf baH) UnclerwrH'3rs Laboratory C1nci Foctr)ry fV1utuClI approvo! fill 250 psi working pressure II lO-yecH limited worrcnty The Industry's Most Advanced Fire Hydrant..." I DeL Qty. Description 1----:. - ..---- I '. 1 I ")r;~:r:;int.: l"'-iu: () i<in:~l I ;::~..! :' f,i;"~ /~ f-.../i--:.l lil..5 1';1-<) I j...1--.' IviJ~ !vi--Q :-..i.iCJ ,\1 i I :> I'~'\i_;.::rniir'l'~,l j'lu! r;.~1i.Jst b::.'c:'j[V::~ Hu: ~-:.!~::~~';~~;r~';'~f I-I !,-:;-n [+;i UPP,:;': Src:.rn SlO(:'/,~, Ur.,';>~:.;r St-:-!TI S!'2~.;;-'.,,:,~' () r.'infj {JpC(:-i ~h)i~ln I}Pi)E:-[ :';i-:.-;'fn j:i:!l ~;,:-::r.?t'... CCU~-)/jlip (:I..;-:-(':r PWi"_: Su~.::ty ::.r0rr: '-=C~llc;lin:J S":it:~jV C ')!.~r-.:A:n';:: Pir.s tv;. 12 Ll)\"/e~ S,!:~rp h:i. i3 !/)\;.''::~ ::';701:1 Pi:; L'.ell!) VCl:\i'~' ;'::':I.:..:!n~~.~ ;)ln~ ivi- !_~ k.i- jf) f,..i.if 1',Ji.L3 Iv!-1'! 1,;-20 1,,1.21 j,/j.22 i\I}.2.2 ;'\i'l.2S ( ...--.., 1,/1-2(, t-.i-27 2 Drcl;f'! \/'-I!--':,?; i.~O(-_rlg Unr~."?~ \./r:i'./~~. Plr::r.:: ~~Oi-'lt Ri'-iQ l.Jr'=-';~f C;~P:nJ S...;.\Jl I~inU Sc:.nt Pln'J !.{~\'.'~~ ()..f;:in~:! r'~'1r:'n \/cl'l.:::o r-'tJLj:>:::f L(y,...,~::~- \,kJh,'.::-,- ~"\it:to:.' L.Ge :':\-'/C.shc~r Lo v.';..:.:: f \/1]\:._::- Ptcr.:.::' ''/Vt::(lrhG! CCi:-) r~<)i(! Dl~~\./Il :),'l.:.i// \f'f;"Clrr";~:;r ee:;'-, j hfiJst i"lut i'/i 28 r:.;: is! HUl .} 1?ir'"iU ::', '.'n.'.' l.'i-:?Q [1;j-3(; [-....1-.11 .. ,.') ! I..,'..;,.... 1".1- ,~,--: 1\:1-3.:1 [,..":<3:" ~,11-,'3fJ r'A-:'~ 7 f'\"1.,'_',,~; i>.1-J') h..I-.JC) :2 iVj'L! j ~ IvI4;' 2 1,,1.,1::'. 2 S'-'-r'!f-..r P',c)i'; E.~ i 1,'.J7:' ~;t~7n ~ () .f~ir\\~j~~ fJ'..~!il-,~~ C::-Pirl) :'!')L:i._~ S~:~-:-!l'-:-"I"! i:-:, Wi H)~~}f i'1'.)7~'-~~: L(~""'~ ~'i~ Jl :'lp,-'_:lt j'l:I;-;--:-=:- (I-i~'t~-~n fJ1 :n H);~'f i".j,..\;-[:~> ;"-'1 JfY'lr~t .r (,I )/:~i-:, :'-,':,'-:'_~i:~.r PI In ICC'T t--k)?,'i~ ',": '::r, " c: Hc:se UC\:7i.~'. L'Jr~ HU~,f;) rjC>~/i~~ CJ~:~)ln:; I f i():~':7 N:)//ie f i;f:;.;:: I\J('i.('_:k~' ::~u:~iI_-:-:f ,\;--.:;~~ Crt,. ::r'; f kl,~::: h().':...j.;~ C->:;~~I i', ~-~ 1:-:, · h4-d/ S. riE'tv ,1'101)0;: H':~ilt Z"j nun:' ~1'__Jt;.:.:;\. Fli:J'1~}<::: t)-r'~!f!9 h"i~(~~c) j./}-.'l.lj BeEre! Ueii),::" fj':Y"!';'J-::, Sr:rt'~.r'i Flufl~.:>_' [vi-:.);:) Ivi-S l 110".-,) , "~ I i'/i:{~ ~.r':I':Ul ( '';.57 1\'1-::,':. H b.. Hr81 SI "')~-.:' f';(Ai~ .~ j.-!u:s [3(Frt,j! l.o',.Vj__~! F-i....H.'q~ [:". lWl Rir~{:; () r~'in,.._.l'~ C)r i~I}J'j r;'r I~J SnCJf:; n\:i rs; r-l~.'f S\~:i:;''''':(''7'-'/ Moteri~~._._1 f'IBP I I 1.:\,.I[Tl PrC:j\:~; Zlfo'-=' PI(;:~:-;,l ~)~l::;';2-! 3r':Wt..:>2. r'iBP Cp'; St::;1f1i-:--:?S:- Sr0f:.;.1 .sr.:]jn!~;.)~ ;;tt-c"_:'! St!:;-~:?J TuhinG StnjnJE~5~ Sr~21 (:r'iIS :)to!:lh:::~S5 St-.:::--:d ';r(ll;:!e~;:, St:-:-:-:I R'..;t~l)",r Bronz'? Nf1P [~rc.n?,:.:. ['lEek RUi',[.",r -S!C]inl'-':-::'S Sr:~"-:~! Bf\.-Jr~b?: ')1 C:CS! !r::)!1 Z;nc Ph:: ~.?'C! S t ~.-:::I C(,:~;t 1'Qt1 Dr.:',:.,:::c' f-'IEI': llf ~<.: P:C::'::.~-:':.: S~ (.';~'i Cr-;st i',');- jJF,R r~!HEJ (.'-:<;1 h-J!'l C;1(:jr\I~..s'S :~~-?"'~-.l f.jBP t~; ::-~n/(.:< Itl J::::).::.r C.:n'si to:\ :)t(-:tnl.;.:~<;'; St~:~..::~f f\j8P E~(y'i~.) f.\:t)L).:\j Cr.::<:.r !r(J!'; Zirv: ~'k!t;:;.:-! ~J~-:-,'~:'n /1"'jC Pi ~::r.?;J S1 ;~.;:-~.; j'!r~k Lh E_ iik:: ftc'n C:::i: Irc,n DllC ri:.::: ":.:in Pir..2' 7i!\(. HCliHCt Sre~~:~ ;)c;(;li:~ iron f\lB::: t)f,:::nlF;1 D; ictd-:-; h(): l S:'~!:r;j.~ss S~t::AI . I V ~~ 1'.1-58 -. ~~ d::) M-29 /~~~ ~~- M-30 d::::=>-M-31 D-M-32 ~~ M-29 ~L>><1 . ....... ~ r- M-34 M-39 M-33 ~ ~ M-35 M-40 - JQ~ /-~\'1-37 M-42 . , r:~ ...---- M-38 M-43 M-46 - ~~ ~ l!;#~, fi ~ T~ M-M ~~3-"" M-47 _Ii ~ .---M-48 (( {'))"" M.49- ~~, ~ ". ~ M-46 - ~D~' M-5! -1J t '\ ~1 f"~T"""'1 ~----M'53 @-M.54 0-- M-53 /,~p, loCfJ)....~)--M-57 M-STI -~~=. 0/ iP /(, ,rn 'i,( ,<~,:V ':-~;> ~ M..25 M-26 M-27 M-28 I <1- M-l ~-M-2 ~-- M-3 @-M-2 &-M-4 tvr'S_-LJF' M-,S M-S-...... .. Mi.; '0..... M-9 --<.' '... J l:~._'~_.M_lO M- '2 "~U - :::;:.,~ M--11 M-15':'f j~:1~ ~M..!.3 M.lt.Y.'......... ; N..'\'..17- , r"r-lS-cr) ~ "-'9_~. . ~ -... [1/,i-20 - _.J M-SO M-S2 M-2V -C) M-22---d'" M-24--l~) o 1. Fire Hydrant shall be manufactured in accordance vvith AWWA Standard C502, be listed by Under\tlJriters Laboratories, Inc. and hove Factory Mutual Research approval. 2. Fire Hydrant shall be designed for 250 psi working pressure and tested to 500 psi Hydrostatic pressure. 3. Fire Hydrant shall be backed by manufacturer's 10-year limited warranty. 4. Fire Hydrant shall be dry-top center stem construction having on O-Ring sealed lubrication reservoir. 5. Fire Hydrant shaH be manufactured with operating nut and thrust nut mode of bronze, with bearings located both above and below the thrust collar and with operating nut protected by 0 cast-iron weather shield. 6. Fire Hydrant sholl be manufactured with nozzles mechanically locked into the barrel and having O-Ring pressure seals. 7. Fire Hydrant shall be a "Traffic Model, II complete with safety flanges and steel stem coupling. Nozzle section fllust rotate ( 360 degrees. 8. Fire Hydrant sholl be manufactured with a main valve seat ring of bronze threaded into a bronze drain ring. A 360 degree drain channel shall have a minirllulll of two drain Quiets. 9. Fire Hydrant sholl have an upper valve plate and i\.vo rubber facings that activate the drain ports. '10. Fire Hydrant shall be manufaci'ured with a lower volve plate that bottoms out in the shoe for 0 maxirllum opening. 1 ',. Fire Hydrant sholl be monufactured with 0 minimum moin valve opening of 41/2 or 51/4 inches. 12. fire Hydrant shall be the CLOW MEDALLION as fllanufactured by the Claw Valve Company or approved equal. VALVE COMPANY ( 902 South 2nd Street. OSkaloosa, Iowa 52577 Phone 641-673-8611 Fax 641-673-8269 WWW.ctowvalve.com A Division of fv1cWanE;, !nco/lx/rated .(~ PRESSURE LOSS vs. FLOW <I t -'f" , :.l .. i I ~... t'~i:~. . ! ~ J t . 'LT f"' - I "i J I : ";f -+ -t -t. ! ' ' 1 ~_. '" ~ ~ .. . , ~. -~ "'"T" . Ii.... ~. ~--- 5 l t > . u;-" ~ . -'-1 - f. .. .. -r-r- t - . ~ r -- Uj a.. ...... In In 9 3 w Q: :::J ~ ~ 2 a.. -i---r- 1" t -~- f . -t .. i i I o ....- 'T' '1 i. t.- o 200 400 600 aco 1000 FLOW (GPM) { ( ...---...... ACCESSORIES .~ SEAT REMOVAL WRENC~A light-weight universal combinatIon tool is used to remove the main valve compo- nents. The bronze seat ring unthreads from the drain ring by engaging the wrench with the upper stem pin. THRUST NUT WRENCH-The wrench fits the ihrust nut for easy removal. LUBRICATION-The lubrication reservoir IS filled wIth grease during manufacture. To add lubrication. remove the weather cap and put the lubricant Into the reseNolr through the opening on the top of the operating nut. or remove operating nut and fllllubricatlan reservoir with grease or oil. EXTENSION KIT-Contalns everything required to extend the stem and borrel. Available In 6" Increments. SAFETY.FLANGE REPAIR KIT-Includes safety flange. stem coupling and pins. flange a-rings. all bolts. nuts and hordware to repair a hydrant damaged due to a traffic accident. MAIN VALVE SEAT REPAIR KIT-Contofns two drain valve facings and pins. seat rlng o-rlngs. lower valve plate lock washer. main valve seat. container of lubrication. BONNET REPAIR KIT-Complete with o-rIngs for the bonnet. stem and thrust nut. Operating nut thrust washers and lubrication. ORDERING INFORMATION - When placing orders. requesting quotes or submittals. please furnish the following Information: · quantfty afhydrants. accessories. and maintenance kits required · size of main valve opening: 41/2 or 51/4 Inches.. · size and number of hOfe nozzles . · size and number of steamer nozzles · hose and pumper nozzle th~~ad specifications · type of inlet connection . · depth of trench or bury · direction of opening · size and shape of operating nut. weather shield and cap nuts · color desired · town or municipality ~ ( r---, Uni-Flange Retainer (UFR1500-xA-1 style) -~ .~ ~;' ~ ."P.~f'" 6J'/i\\"\ 3" - 12" UNI-FLANGE SERIES 1500 FOR C900 AND IPS PVC PIPE - WITH ACCESSORIES Ductile iron actuating screw, with the U.S. Patent No. 6,322,273 Auto-Tork break-away head design, insures proper torque during installation. Auto-Tork Bolt ~ -~ Safety stop insures ring segments can never be over-tightened. SO-EZT. gasket - sizes 4"-12" (ANSI/NSF Standard 61 approved, 3" provided with mechanical joint transi- ~tion gasket) Restraint Segment ''8- '--, Bolt Hole Cross Section / / Front Gland body is of High Strength Ductile Iron per ASTM A536, Grade 65-45-12. Compatible with all mechanical joints conforming to ANSI I AWVVA C111 I A21.11. Ring Segments are ductile iron per ASTM A536 and heat treated to a hardness of 370 BHN minimum. efli\\' / High strength, low alloy T-bolts & nuts (A\NWAC111) r--. P2** PRESSURE RATING ./ SUBMITTED NOM. CATALOG No. OF ApPROX. ITEM(sl PIPE 0.0. NUMBER RESTRAINT WEIGHT P1. BC 0 C900 ASTM 02241 SIZE SEGMENTS (LBS.) C900 IPS OR.18 OR.14 SOR.26 SOR-21 3' 3.S0' U F R 1S00-3A-1 4 13 11.S0" 9.00" 6.19" 4,06" 160 PSI 200 PSI 4' 4,SO",4.80" UFR1S00-4A-1 4 14 13,00" 9.40" 9.25" 7,SO" 4.90" 150 PSI 200 PSI 160 PSI 200 PSI 6" 6,63"-6.90" UFR1S00-6A-1 6 20 15.13" 11.60' 11.6S' 9.S0' 7,00" 1S0 PSI 200 PSI 160 PSI 200 PSI 8" 8.63"-9.0S" UFR1S00-8A-1 6 25 17.2S' 13.7S' 13.60' 11.7S" 9,1S' 1S0 PSI 200 PSI 160 PSI 200 PSI 10" 10.75"-11.10" UFR1500-10A-1 8 33 19.38" 16.00" 1S,85" 14,00" 11.20" 150 PSI 200 PSI 160 PSI 200 PSI 12' 12.75'-13.20" UFR1S00-12A-1 8 38 21.50" 18.05" 17.85" 16,25" 13,30" 150 PSI 200 PSI 160 PSI 200 PSI 'Maximum 0.0. of gland on pipe before Auto-Tork heads are removed (as shipped). "Maximum 0.0. of gland on pipe after Auto- Tork heads are removed. FEATURES . Can be used with any thickness class of AWWA C900 PVC or ASTM 02241 IPS PVC without modifying the Auto-Tork bolts. . Full circle contact and support of the pipe wall. . "Auto- Tork" actuating screws with heads specially designed to twist off at the correct installation torque, leaving a hex head in case future system maintenance or removal is required. . Restraining segments are mechanically retained in pockets. . Series 1500 eliminates the need to pour expensive and time consuming concrete thrust blocks. . UL/FM approved, 4"-12" nominal size C900 PVC, for use on listed and approved PVC pipe. Shrink-wrapped in a weather-resistant carton. . Ductile iron castings are manufactured, assembled, inspected and packaged in the U.S.A. ------- The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. (mJJ The Ford Meter Box Company, Inc, I Submitted By: II I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 1 Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 06/11/08 Tyler/Union 6850 SERIES CAST IRON TWO-PIECE VALVE BOXES for 4" through 12" valves, 51/4" shaft, screw-type ~ LEVEL TWO - Parts Not Assembled/Less Lids T()P~ R. BnTTO~S Tops (less lids) Bottoms Assy UPC No. UPC No. Box (Components) Height 670610 Lgt Wt 670610 Lgt Wt 461-S(10T+ 15B) 19-22 144939 lOT 22 145004 15B 27 462-S (lOT + 24B) 27-32 144939 lOT 22 145011 24B 35 562-S (16T + 24B) 27-37 144946 16T 36 145011 24B 35 563-S (16T + 30B) 33-43 144946 16T 36 144991 30B 42 564-S (16T - 36B) 39-50 144946 16T 36 145028 36B 49 662-S (26T - 30B) 36-52 144953 26T 51 144991 30B 42 664-S (26T + 36B) 39-60 144953 26T 51 145028 36B 49 666-S (26T + 24B + #60 Ext) 51-71 144953 26T 51 * 145011 24B 35 668-5 (26T + 36B + #60 Ext) 62-82 144953 26T 51 *145028 36B 49 * 6850 Bottoms Item/Description #58 Screw-Type #59 Screw-Type #60 Screw-Type FXTENSIONS UPC No. Height 670610 Increase 145141 14 145158 18 1 45059 24 Wt 29 30 37 58 and 59 Extension LEVEL THREE - Crates of tops and bottoms, not assembled, less lids. Easy to handle, ships from stock. Tnp!O nil RnTTnM!O Tops (less lids) Assy UPC No. Box (Components) Height 670610 Lgt Wt Qty 461-5 (lOT + 15 B) 19-22 376910 lOT 1840 80 462-5 (lOT + 24B) 27-32 376910 lOT 1840 80 562-5 (16T + 24B) 27-37 376927 16T 2160 60 563-S (16T + 30B) 33-43 376927 16T 2160 60 564-S (16T + 36B) 39-50 376927 16T 2160 60 662-S (26T + 30B) 36-52 376934 26T 1530 30 664-S (26T + 36B) 39-60 376934 26T 1530 30 666-S (26T + 24B + #60 Ext) *51-71 376934 26T 1530 30 668-S (26T + 36B + #60 Ext) *62-82 376934 26T 1530 30 *Extensions (Required on 666-5 & 668-5) #60 Screw-Type 24" Height Increase 376989 1080 30 NOTES: To get equal numbers, order two crates of bottoms for each crate of tops for 461 S, 5625, 563S and 564S. Order lids separately, see above. Tyler Pipe/Utilities Division' Box 2027 . Tyler, Texas 75710 . (800) 527-8478 Union Foundry Company' Box 309 . Anniston, Alabama 36202 . (800) 226-7601 01/03/06 Bottoms UPC No. 670610 376941 376958 376958 376965 376972 376965 376972 *376958 *376972 '6850 BotToms r 53/4/ /1- 51/411 ~ I -----=::J, I c:::.---- I 112'~: <T ' N I 1;4 ,- , ...1-_________.... ~:if~;;~ 60 Extension Lgt 15B 24B 24B 30B 36B 30B 36B 24B 36B Wt 1080 1050 1050 1260 1470 1260 1470 1050 1470 Extensions UPC No. 670610 145059 145059 Qty 40 30 30 30 30 30 30 30 30 35 Tyler/Union STANDARD & SPECIAL DROP & LOCK LIDS r--. 't~ ~51"~ +- 7 ---. 7~ 5'/." MWW DROP LID UPC No 670610 145370 Weight 12 Drop Lid Lock Lid ----- I~~ 3.. ,...._,~ 5'1." OMA DROP LID UPC No. Special 670610 Markings Weight 145301 WATER OMA* 12 *OMA marking is inside lid. 1 1/8" Lid UPC No 670610 144908 WRENCH Fits Standard Waterworks Pentagon Head 27/32" Brass Sc:rews Ship Code Description Weight Wrench 0.5 S LIDS (''WATER'') UPC No. Item/Description 670610 51/4 Drop Lid 145325 51/4 Lock Lid 145462 1 Va Lid* 145509 'Use with 1 y~' Riser Only. Weight 12 11 11 51.1.." DROP LID W/SPECIAL MARKINGS* UPC No. Special 670610 Mark Weight 145332 GAS 12 145349 SEWER 12 145356 PLAIN 12 'Lids marked with UWATER" will be shipped unless otherwise specified. r--- 42 Tyler Pipe/Utilities Division. Box 2027 . Tyler, Texas 75710 . (800) 527-8478 Union Foundry Company. Box 309 . Anniston, Alabama 36202 . (800) 226-7601 01/03/06 SUBMITTAL INFORMATION ~ Brass nuts Brass Saddles - (202B-xxx- 202 I . ~ EPDM Gasket Silicon bronze straps--------- ~" r--- NOM. PIPE 0.0. ApPROX. CATALOG ./ SUBMITTED SIZE RANGE WI. LBS. NUMBER ITEM(S) 4.80 - 5.40 6.6 ... 202B-540-Tao *4" 4.80 - 5.10 7.3 ... 202B-510-Tap 5.10-5.40 7.3 ... 202B-540-Tap 6" 6.90 - 7.50 7.7 ... 202B-750-Tao 8" 9.05 - 9.62 8.8 ... 202B-962-Tap 10" 11.10-12.12 10.7 ... 202B-1212-Tao 12" 13.20 - 14.38 11.8 ... 202B-1438- Tao 14" 15.30 - 16.25 18.0 ... 202B-1625-Tap 16.30 - 17.25 19.1 ... 202B-1725- Tap 16" 17.40 - 18.40 23.0 ... 202B-1840-Tao 18.50 - 19.25 24.0 ... 202B-1925-Tao 18" 19.50 - 20.50 25.0 ... 202B-2050-Tap 20" 21.20 - 22.20 25.5 ... 202B-2220-Tao 22.50 - 23.50 25.7 ... 202B-2350- Tap 24" 23.80 - 24.80 26.0 ... 202B-2480-Tao 25.60 - 26.50 26.5 ... 202B-2650-Tap 30" 31.74 - 32.74 27.0 ... 202B-3274-Tao ... UL Classified to ANSI/NSF Standard 61. OUTLET TAP CODE T I~ll CC (AWWA) THREAD IP THREAD THREAD CODE NUMBER ./ SUBMITTED ITEM{S) 3/4" CC CC3 1" CC CC4 1-1/2" CC CC6 2" CC CC7 THREAD CODE NUMBER ./ SUBMITTED ITEM(S) 3/4" IP IP3 1" IP IP4 1-112" IP IP6 2" IP IP7 * Please Note: 4" Saddles with 2" taps have a limited range. Specifically, 4.80 - 5.10 or 5.10 - 5.40. All other tap sizes have the standard 4.80 - 5.40 range. To Order: Select the catalog number for the desired pipe range and complete the catalog number by adding the outlet thread tap code. Example: A double strap saddle for 6.90 0.1. pipe with a 3/4" CC thread would be 202B-750-CC3. FEATURES . All brass conforms to AWVVA Standard C800 (ASTM 8-62 andlor ASTM 8-584, UNS NO C83600 - 85-5-5-5) . Straps are 5/8" high quality silicon bronze flattened to provide a wider bearing surface against pipe. . Gasket is EPDM rubber ASTM D2000 /""""""-0.. The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. including specifications, are subject to change without notice. Please verify that your product information is current. rbm;tted By 06/16/04 ~ The Ford Meter Box Company, Inc. I' I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com Item and option availability, ,r--- Corporation Stops - (F1000-x-G style) AWWA/CC TAPER THREAD INLET BY GRIP JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET Solid one piece tee-head and key Body Outlet Threads Beveled EPDM rubber gasket provides hydraulic seal --r Inlet t Phosphorous Bronze Gripper Ring for axial restraint AVWVAlCC Threads ----~ VALVE SIZE INLET SIZE OUTLET SIZE VALVE BODY OUTLET ApPROX. PART ./ SUBMITTED LENGTH THREADS WT. LBS NUMBER ITEM(S) 5/8" 5/8" 3/4" 3-1/2" 3/4" Flare Copper 1.4 ... F1000-23-G 3/4" 3/4" 3/4" 3-3/4" 3/4" Flare Copper 1.7 ... F 1 000-3-G 3/4" 3/4" 1" 3-7/8" 1" Flare Copper 1.9 ... F1000-34-G 1" 1" 1" 4-9/16" 1" Flare Copper 2.7 ... F 1 000-4-G 1" 1" 1-1/4" 4-5/8" 1-1/4" Flare Copper 3.2 ... F 1 000-45-G ,,"SSII/;,; ~~ WATER QUALITY l~pl!1 ... UL Classified to ANSIINSF Standard 61. Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES . All brass conforms to A\MNA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) · Body design provides larger, more rugged wrench flats for proper installation. . Meets 100 PSI working pressure requirement of A\MNA Standard CBOO. The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. ~ The Ford Meter Box Company, Inc. I Submitted By: II I po. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 1 Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 05/01/08 Ballcorp Corporation Stops - (FB1000-x-G style) ~ .r--- AWWA/CC TAPER THREAD INLET BY GRIP JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET M E Fluorocarbon-coated brass ball. su Length ~ VALVE SIZE T L P .( SUBMITTED SIZE SIZE LENGTH THREADS WT. LBS NUMBER ITEM s 3/4" 3/4" 3/4" 4-7/16" 3/4" Flare Copper 1.8 ." FB 1 0OO-3-G 3/4" 3/4" 1" 4-9/16" 1" Flare Copper 2.1 ." FB1000-34-G '-......Sltl~ 1" 1" 1" 4-9/16" 1" Flare Copper 2.6 ." FB 1 0OO-4-G ~@~ 1" 1" 1-1/4" 4-9/16" 1-1/4" Flare Copper 3.4 ." FB1000-45-G WATEn QUAlITY 1-1/4" 1-1/4" 1-1/4" 5-15/16" 1-1/4" Flare Copper 4.9 ."." FB1000-5-G ~ 1-1/4" 1-1/4" 1-1/2" 5-7/8" 1-1/2" Flare Copper 5.7 ."." FB1000-56-G 1-1/2" 1-1/2" 1-1/2" 6-9/16" 1-112" Flare Copper 6.9 ."." FB 1 0OO-6-G 1-1/2" 1-1/2" 2" 6-9/16" 2" Flare Copper 8.5 ."." FB1000-67-G 2" 2" 2" 7-7/16" 2" Flare Copper 11.1 ."." FB1000-7-G son, 0"' p;,", <e,.h,,' ,,' 'I'm~ G,;p jo;ol Nw EPDM O-ring in the stem Beveled EPDM rubber gasket provides hydraulic seal Inlet ." UL Classified to ANSIINSF Standard 61. T." Add "-K" to end of catalog number for item to be UL classified to ANSI/NSF Standard 61. Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES . All brass conforms to AWWA Standard C800 (ASTM 8-62 and ASTM 8-584, UNS NO C83600 - 85-5-5-5) . Ends are integral or secured with adhesive to prevent unintentional disassembly. . 300 PSI working pressure. The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. ~ The Ford Meter Box Company, Inc. I Submitted By: I I I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 1 Fax: 800-826-3487 Overseas Fax: 260-563-0167 htlp:llwww.fordmeterbox.com 04/29/08 .r--- ----- Angle Key Meter Valves - (KV43-xxxW-G style) ~ GRIP JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET BY METER SWIVEL NUT OUTLET ~ Bronze pin securely locks the tee head to the inverted key Two phosphor bronze spring washers under the tee head reseat the key after tapping and turning Meter Swivel Nut Meter Coupling Thread Rubber Meter Gasket (Buna-N) 70 Durometer Beveled Buna-N rubber gasket provides hydraulic seal T -7'=1 Height Nylon Washer C510 Phosphorous Bronze Gripper Ring for axial restraint Grip Joint Nut/" I I ~ Inlet -...j r- Length VALVE SIZE SERVICE LINE METER SIZE LENGTH HEIGHT ApPROX. PART ./ SUBMITTED SIZE INLET OUTLET WT. LBS NUMBER ITEM(S) 3/4" 3/4" 5/8" 1-11/16" 1-5/8" 1.4 KV43-331W-G 3/4" 3/4" 5/8"x3/4" & 3/4" 1-11/16" 1-5/8" 1.6 KV43-332W-G 3/4" 1" 5/8" 1-11/16" 2" 1.4 KV43-341 W-G 3/4" 1" 5/8"x3/4" & 3/4" 1-11/16" 2" 1.7 KV43-342W-G 1" 1" 1" 1-15/16" 1-9/16" 2.3 KV43-444W-G 1" ObI. Lockinq 1" 1" 1-15/16" 1-9/16" 2.2 KV43-444WW-G 1" 1-1/4 " 1" 1-15/16" 1-7/8" 2.7 KV43-454W-G Note: Ford recommends insert stiffeners when using plastic pipe or tubing FEATURES . All brass conforms to AVWVA Standard C800 (ASTM 8-62 and/or ASTM 8584, UNS NO C83600 - 85-5-5-5) . Padlock Wing for locking the valve in a closed position. "WW' indicates Double Padlock Wings for locking valve in open or closed position. · Meets 1 00 PSI pressure requirement of AWWA Standard C800. The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications. are subject to change without notice. Please verify that your product information is current. ~ The Ford Meter Box Company, Inc, IS"bmltted By, I 'I P.O. Bo, 443. W'b"h, 100100' U.SA 46992-0443 Phone: 260-563-3171 1 Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://wwvv.fordmeterbox.com 04/11/03 r--. ~ g Angle Key Flange Meter Valves - (FV43-xxxW-G style) GRIP JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET BY METER FLANGE OUTLET C510 Phosphorous Bronze , Gripper Ring for axial restraint ~ Beveled Buna-N rubber gasket provides hydraulic seal Bronze pin securely locks the Padlock Wing for locking valve in closed position Phosphor bronze spring washer under the tee head will reseat the the key after tapping and turning Grip Joint Nut l-,n~etj VALVE SIZE SERVICE LINE METER SIZE LENGTH HEIGHT ApPROX. PART I SUBMITTEO SIZE INLET OUTLET WT. LBS NUMBER ITEM(S) 1-112" 1-1/2" 1-1/2" 1-1/4" 2-15/16" 6.5 FV43-666W-G 2" 2" 1-1/2" & 2" 1-112" 3-1/8" 9.4 FV43-777W-G FEATURES . All brass conforms to AWNA Standard C800 (ASTM B-62, UNS NO C83600 - 85-5-5-5). . Padlock Wing for locking valve in closed position. . Flat drop-in gaskets included. . Slotted holes are standard on 2" Flanged Angle Meter Valves. . Meets 80 PSI working pressure requirements of AWNA Standard C800. Optional Meter Support Brackets. Add "-MSB" to end of Part Number. The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. limn The Ford Meter Box Company, Inc. IS"bmm'd By I 'I po. Bo, 443, W'bosh, 'odl", U.S.A. 48992-0443 . Phone: 260-563-3171 I Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://vvww.fordmeterbox.com 03/07/00 r-- '. II # 34 Series Galvanized Meter Boxes ~tt~I ~ with 1811 dia. corrugated cans mm +~ ,.~t ;~ .~~ Part no. Slot Height Weight # 34 A 14" 40 1 bs. # 34 A1S 1 14" 40 1 bs. ---j . # 34 B 18" 43 1 bs . # 34 B1S 1 . 18'1 43 1 bs. # 34 B2S 2 18" 43 1 bs. # 34 C 24" 47 1 bs. # 34 CIS 1 24" 47 1 bs. , ,;# 34 0 30" 51 1 bs. II # 34 E 36" 56 1 bs. # 34 F 42" 62 1 bs . # 34 G 48" 70 1 bs. # 34 H 54" 85 1 bs. # 34 I 60" 95 1 bs. /~ # 359 Series Galvanized Meter Boxes with 24" dia. corrugated cans Part no. Slot Height Weight # 359 A 14" 68 lbs. # 359 AIS 1 14" 68 1 bs . # 359 B 18" 70.lbs. # 359 BIS 1 18" 70 lbs. # 359 C 24" 73 # 359 0 6 # 359 E 80 # 359 F 85 1 bs . 359 G 48" 90 lbs. "..- 359 54" 95 1 bs. 59 I 60" 100 lbs 44 I;~;. u;i ~ ~ I Irnlm...... , ~ 1"1: ~'" "' 'Ji I' .}.~" .. ~.' Ilm mil.;......' ~ ~...,,;,... f}JJ ~ r- # 548 Series Galvanized Meter Boxes with 24" di a. corrugated cans Part no. Height Weight '-1 # 548 A 18" 80 1 bs # 548 B 24" 85 1 bs # 548 C 30" 90 1 bs .i # 548 0 36" 95 1 bs '~ ! # 548 E 42" 100 1 bs 'i'l 'i Ii .'. '# 548 F 48" 105 1 bs " !'I ': # 548 G 54" 110 1 bs !i ii, # 548 H 60" 115 1 bs II I I I I' # 55 Series Galvanized Meter Boxes with 28" dia. corrugated cans Part no. Height Weight # 55 A 18" 125 1 bs # 55 AlS 18" 125 1 bs # 55 A2S 18" 125 # 55 B 24" 0 # 55 C 135 0 # 55 0 140 # 55 E 145 # 55 48" 150 r---- 1 45 .r--. ,r---. ~ t Stainless Steel Tapping Sleeve 14"-24" - (FTSS-xxxx style) TAPPING SLEEVE WITH STAINLESS STEEL OR CARBON STEEL FLANGE Flange - 18-8 stainless steel . with recess to accept standard Outlet Pipe - Schedule ~'. ASTM A240 tapping valves. Optional stamless steel except 4 IS Schedule 10 carbon steel flange availab~ Flange conforms to AVWVA C207 Class 0 ANSI 150# drilling. 0 Bolts, Nuts, & Washers -ASTM A240 stainless steel. Heavy hex nuts and washers are coated to prevent galling and maximize bolt efficiency I ( o ~ I 3/4-14 Brass Test Plug .,.,>SSIFIi: ~~ WIiIER QUALITY Outlet Gasket - Gridded virgin Buna-N compounded for water service, per ASTM 02000. Outlet gasket assures complete seal of outlet area. Full Gasket - Gridded virgin SBR com- pounded for water service, per ASTM 02000. Full gasket gives 360' pipe coverage. / 3/16" lug (1/4" lug if using a 3/4" bolt.) Armors - Heavy Gage ASTM A240 stainless steel are vulca- nized to gasket and recessed to bridge the gap between lugs. NOM. SLEEVE CATALOG FLANGED ApPROX. NOMINAL DIMENSIONS - INCHES SADDLE STRAP BOLT No. .ISUBMITTED PIPE 0.0. RANGE NUMBER OUTLET WT. A B C 0 E T7~CKN~~S T7;CKN~~S SIZE BOLTS ITEM(S) SIZE SIZE' GAGE GAGE 15.30-15.70 4" 75 5-1/32 4-1/4 5-3/16 16 .28 3/4"x8-1/2" 10 V FTSS-1570- 6" 82 7-1/32 6-3/8 5-1/2 16 .34 3/4"x8-1/2" 10 14" 15.80-16.20 T FTSS-1620- 8" 102 9-1/32 8-5/16 5-5/8 20 .34 .105" (12) .075" (14) 3/4"x8-1/2" 12 10" 110 11-1/32 1 0-114 6-1/8 20 .34 3/4"x8-1/2" 12 16.48-16.88 T FTSS-1688- 12" 146 13-1/32 12-1/4 6-1/4 24 .34 3/4"x8-1/2" 14 17.10-17.60 T FTSS-1760- 4" 78 5-1/32 4-1/4 5-3/16 16 .28 3/4"x8-1/2" 10 17.40-17 .80 T FTSS-1780- 6" 84 7-1/32 6-3/8 5-1/2 16 .34 3/4"x8-1/2" 10 16" 17.75-18.15 T FTSS-1815- 8" 104 9-1/32 8-5/16 5-5/8 20 .34 .105" (12) .075" (14) 3/4"x8-1/2" 12 18.15-18.60 T FTSS-1860- 10" 114 11-1/32 10-1/4 6-118 20 .34 3/4"x8-1/2" 12 18.80-19.20 T FTSS-1920- 12" 150 13-1/32 12-1/4 6-114 24 .34 3/4"x8-1/2" 14 4" 84 5-1/32 4-1/4 5-3/16 16 28 3/4"x8-1/2" 10 19.50-19.92 T FTSS-1992- 6" 90 7-1/32 6-3/8 5-1/2 16 .34 3/4"x8-1/2" 10 18" 8" 112 9-1/32 8-5/16 5-5/8 20 .34 .105" (12) .075" (14) 3/4"x8-1/2" 12 19.80-20.20 T FTSS-2020- 10" 120 11-1/32 10-1/4 6-118 20 .34 3/4"x8-1/2" 12 12" 160 13-1/32 12-1/4 6-114 24 .34 3/4"x8-1/2" 14 4" 86 5-1/32 4-1/4 5-3/16 16 .28 3/4"x8-1I2" 10 20.20-20.60 T FTSS-2060- 6" 92 7-1/32 6-3/8 5-1/2 16 .34 3/4"x8-1/2" 10 20" 8" 114 9-1/32 8-5/16 5-5/8 20 .34 .105" (12) .075" (14) 3/4"x8-1/2" 14 21.20-21.60 T FTSS-2160- 10" 123 11-1/32 10-1/4 6-1/8 20 .34 3/4"x8-1I2" 14 12" 162 13-1132 12-1/4 6-114 24 .34 3/4"x8-1/2" 16 4" 97 5-1/32 4-1/4 5-3/16 16 .28 3/4 "x8-1/2" 10 23.80-24.20 T FTSS-2420- 6" 103 7 -1/32 6-3/8 5-1/2 16 .34 3/4"x8-1/2" 10 24" 25.60-26.00 T FTSS-2600- 8" 127 9-1/32 8-5/16 5-5/8 20 .34 .105" (12) .075" (14) 3/4"x8-1/2" 14 26.20-26.60 T FTSS-2660- 10" 136 11-1/32 10-1/4 6-1/8 20 .34 3/4"x8-1/2" 14 - 12" 178 13-1/32 12-1/4 6-1/4 24 .34 3/4"x8-1/2" 16 , For carbon steel flange, add "A" to the catalog number. Example: The complete FTSS catalog number for a 16" pipe (18.15 0.0.) with a 12" stainless steel flange is FTSS-1860-12. For a carbon steel flange the number is FTSS-1860-12A. T UL Classified to ANSI/NSF Standard 61. FEATURES . Body, Straps and UNC threaded bolts are made of ASTM A240 stainless steel. Flange can be either Stainless Steel or ASTM A36 Carbon Steel. All welds are fully passivated for corrosion resistance. . Outlet gasket is Buna-N rubber (ASTM 02000). The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. ~ The Ford Meter Box Company, Inc. I Submitted By: I I I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 06/16/08 ES-007 .'~ ' ., ~ ,. ....'. ".~ ~.." ~ 4.l .~"~ !."..,... ll:fo..... ;<- ,.n':1'~'... ~f"";~'.r L"'~.J!I ...."'l:J1';..oN ',:.''''''}t;lf~~- ~'.."K.;.~~ r!{~c.""ff_....' n_~l iT :-~. -,..'.;' ',~" \ For"',Nd/t~HealtW5Bazard(Applicationsf~:~'\..._t~..~\~.:.-:';''1",;.;' 'j?;?it~t~ ji'/::J.~.:. .":_. . "'.:'" .. _,:".""-\.' r '.' ~, ~':.."~. 4~..l. ~i'iJ\"'"r~ ..... .~ :~",-,:,;,~''''.r.,~.,......-i "~\:"?;,: "~, ~'''J.;>~I$~$~"",,!'.'.J!.: -~~-:rt:..:t .",.-.. Job Name Job Location Engineer Approval Series 007 Double Check Valve Assemblies Sizes: w' - 3" (15 - 8Omm) Series 007 Double Check Valve Assemblies shall be installed at referenced cross-connections to prevent the backflow of polluted water into the potable waler supply. Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requiremenls of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Features ,r--. · Ease of maintenance - only one cover · Top entry · Replaceable seats and seat discs · Modular construction · Compact design · Cast bronze body construction - W - 2' (15 - 50mm) · Fused epoxy coated cast iron bOdy - 2W - 3' (65 - 80mm) · Top mounted ball valve test cocks · Low pressure drop · No special tools required for servicing · W -1' (15 - 25mm) have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves; four lop mounted, resilient seated lest cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross-Connection Control and HydraUlic Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series 007. ~. Contractor Approval Contractor's P.O. No. Representative 3;4" (20mm) 007M3QT 2:' (50mm) 007M1QT He First Check Module Assembly Second Check Module Assembly The 007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. Now Available WattsBox Insulated Enclosures. For more information. send for literature ES-WB. IMPORTANT: INOUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REOUIREMENTS ~WA1TS@ ""REGULATOR Watts product specifications In U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Standards ASSE Std. 1015, AWWA Std. C510 IAPMO PS31, CSA 864.5 Models 112" - 2" (15 - SOmm) Suffix: S - bronze strainer LF - without shutoff valves LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 2Y/ inleVoutlet fire hydrant fittings (2' valve) Prefix: U - Union connections 21f.z" - 3" (65 - 8Omm) Suffix: NRS - non-rising stem resilient seated gate valves OSY - UUFM outside stem and yoke resilient seated gate valves LF - without shutoff valves OT-FDA - FDA epoxy coated quarter-turn ball valves ~ Pressure - Temperature '12" - 2" (15 - 50mm) Temperature Range: 330F -180oF (50C - 820C). Maximum Working Pressure: 175psi (12.06 bars). 2W' - 3" (65 - BOmm) Temperature Range: 33"F -110oF (S'C - 430C) continuous, 1400F (60oG) intermittent. Maximum Working Pressure: 175psi (12.06 bars). Approvals t ASSE, A'NWA, IAPMO, CSA, UPC 8 ~qD ~ ~ A Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. · Models LF and S are nollisted. ~ UL Classified (LF models only) :w - 2' (19 - 50mm) . UL Classified with OSY gate valves (2Y/ & 3') . Horizontal and vertical 'flow up" approval on all sizes. Dimensions - Weights 'BIT i ~ t I 'Subscrlpt 'S' = strainer model Suffix He - Fire Hydrant Fittings dimension "A" = 23th" (594mm) ::'::[,'~DEL; ~'. >~!tEl0tl'. ':, ,.', -, . "u - ,.- ,""-.t:"..:t.~, V:I'_OIF'EtlSIONS~U.: ~ ,'Ji'f:l,' .. .f ~'': ," ~~ ::"tj;;~" . " ."[.. 1~: ; ~ WEJG,HT..'~ A B C 0 F G R T in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm Ibs. kgs. .OO70T 1h 15 10 254 4% 117 2V16 62 - - 5 127 3% 85 20/16 59 2V,6 52 4.5 2 .... 007M30T ~ 20 111;1 282 4 102 31;1 79 - - 6Y16 157 3V16 87 21h 54 10/16 33 5 2.3 .007M10T 1 25 131/4 337 51h 130 4 102 - - 71h 191 3% 85 1'V,6 43 1'V,6 43 12 5.4 A007M20T 11/4 32 16% 416 5 127 30/16 84 - - 9Vz 241 5 127 3 76 2 50 15 6.8 ....007M20T 11h 40 16~ 425 4Vs 124 3Vz 89 - - 93;4 248 5'Y16 148 31h 79 211A6 68 15.9 7.2 A007M10T 2 50 191h 495 61/4 159 4 102 - - 13% 340 61h 156 37A6 87 2'V,6 68 25.7 11.7 . 0070T-S 1h 15 13 330 6 152 2V16 62 3 76 5 127 3% 85 20/,6 59 2\1,6 52 5.5 2.5 . 007M30T-S ~ 20 141h 368 61h 156 31;1 79 3 76 63A6 1S7 37A6 87 21;1 54 10/16 33 6.7 3.1 . 007M10T-S 1 25 17'0/16 157 7-% 197 4 102 31/4 83 7Vz 191 3% 85 1'\1,6 43 1'\1,6 43 14 6.4 . 007M20T-S 11/4 32 2m 546 7V,6 179 30/16 84 3Vz 83 9Vz 241 5 127 3 76 2 50 19 8.6 . 007M2QT-S 11h 40 25V,6 637 7V,6 179 3Vz 89 3~ 95 93/4 248 5'Y16 148 31;1 79 2'V,6 68 19.6 8.9 . 007M10T-S 2 50 271/4 692 8~ 222 4 102 4 102 13% 340 61;1 156 3V16 87 21V,6 68 33.5 15.2 ..---. Tyler/Union MECHANICAL JOINT C1 S3 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment ~ SAMPLE SPECIFICATIONS Mechanical Joint watermain fittings with accessories, 3" through 48" shall be manufactured from Ductile Iron in accordance with and meet all applicable terms and provisions of standards ANSI/AWWA C153/A21.53 ANSI/ AWWA C111 /A2 1. 1 1 (current revisions). Ductile Iron Mechanical Joint Fittings 3" through 24" shall be rated for 350 PSI working pressure. 30" through 48" shall be rated for 250 psi working pressure. All coated fittings meet requirements of NSF-61 . NOTE - EXCEPTIONS: Mechanical Joint Fittings with flanged branches are rated for water pressure of 250 PSI. NOTE: Fittings are CEMENT LINED and seal coated in accordance with ANSI/AWWA C104/A21.4; also available double cement-lined, bare or epoxy coated. Ml rtf3~ L S T -IT t ~- K2 J 0 C A K1 JOINT DIMENSIONS IN INCHES BOLTS Size ADia. B CDia. D Dia. F Dia. 1 Dia. K'Die. 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 % %x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 Va %X3'/2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 Va %x3'12 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 .66 1.00 .45 .38 Va J/4x3 V2 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 Va J/4x3 V2 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 Va J/4x3 '12 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .47 Va J/4x4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 Va J/4x4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 Va J/4x4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 .69 .57 Va %x4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 Va %x4 '12 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 .82 .66 1Va 1 x5 '12 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 1 !/a lx5'/2 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% 1 '/.x6 '12 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 1% 1 '/.x6 '12 32 ~ 02/01/07 Tyler Pipe/Utilities Division. Box 2027 . Tyler, Texes 75710 . (800) 527 -B478 Union Foundry Company. Box 309 . Anniston, Alabama 36202 . (800) 226-7601 Ty~er/Union MECHANICAL JOINT C153 DUCTILE IRON COMPACT fiTTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment "...--.... BENDS .'> or 900 Bends (1/4) 450 Bends (1/8) 22W Bends (1/16) 11 %0 (1/32) Dimensions Dimensions Dimensions Dimensions Size T A R Weight A R Weight A R Weight A R Weight 3 .34 3.5 2.5 19 2.00 2.41 17 1.50 2.51 15 1.25 2.53 16 4 .35 4.0 3.0 26 2.50 3.56 22 1.75 3.81 20 1.50 5.12 20 6 .37 6.5 6.0 49 3.50 7.25 39 2.25 6.35 31 1.50 5.12 29 8 .39 7.5 7.0 64 4.00 8.44 56 2.85 11.80 50 2.06 15.80 45 10 .41 9.5 9.0 102 5.01 10.88 78 3.35 14.35 66 2.32 18.36 59 12 .43 10.5 10.0 129 5.98 13.25 102 3.86 16.90 87 2.56 20.90 82 14 .51 12.0 11.5 214 5.50 12.06 155 3.93 17.25 142 2.59 . 21.25 136 16 .52 13.0 12.5 273 5.98 13.25 204 3.98 17.50 178 2.62 21.50 157 ~ 18 .59 15.5 14.0 411 6.50 12.36 292 7.50 30.19 286 3.00 60.84 283 20 .60 17.0 15.5 519 7.00 13.59 372 8.50 35.19 376 3.50 71.07 374 24 .62 17.0 15.5 721 7.50 14.89 490 9.00 37.69 512 3.50 76.12 487 30 .66 21.50 19.0 930 10.50 9.31 716 6.75 21.36 665 4.75 22.84 600 36 .74 24.50 22.0 1450 11.50 21.73 1110 7.75 26.39 960 5.00 25.38 820 42 .82 29.25 26.7 2205 14.00 27.76 1610 9.00 32.68 1350 6.00 35.54 1180 48 .90 33.25 30.75 2990 15.00 30.17 2090 10.00 27.70 1760 6.50 40.61 1475 "...--.... , 2 Tyler Pipe/Utilities Division. Box 2027. Tyler, Texas 75710. (800) 527-8478 Union Foundry Company. Box 309 . Anniston, Alabama 36202 . (800) 226-7601 02/01/07 Tyler/Union r--- BENDS r A 900 Bend MJ x Flange (1/4) Size Dimensions A R 3.5 2.5 4.0 3.0 6.0 5.0 7.5 7.0 9.5 9.0 10.5 10.0 12.0 11.5 13.0 12.5 F 5.5 6.5 8.0 9.0 11.0 12.0 14.0 15.0 T .34 .35 .37 .39 .41 .43 .51 .52 3 4 6 8 10 12 14 16 450 Bend MJ x Flange (1/8) Weight 21 28 45 73 113 141 217 280 Dimensions A R F Weight 2.50 3.56 4.0 3.25 5.49 5.0 4.25 7.93 5.5 5.00 9.76 6.5 6.00 12.19 7.5 5.50 10.85 8.5 6.00 12.02 9.5 34 57 83 122 159 207 290 A 900 Swivel x Swivel Hydrant Ell Dimensions BCD E F R MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment K T Size T 'Weight 6 .37 10.5 15.5 6.90 11.2 6.81 7.98 6.0 74 :1 .. .. ;'1 : I I y _v_ ":"4-./';' - .,_v_ Bend"'~ ~'PE ({/32) .. 900 Bend MJ x PE (1/4) 450 Bend MJ x PE (1/8) 22'120 Bend MJ x PE (1/16) 11'/40 Dimensions Dimensions Dimensions Dimensions Size T A y R Weight A Y R Weight A y R Weight A y R Weight 3 .34 3.5 9.0 2.5 18 2.0 7.5 2.41 17 1.50 7.00 2.51 19 1.25 6.75 7.62 15 4 .35 4.0 9.5 3.0 26 2.5 8.0 3.56 22 1.75 7.25 3.81 20 1.50 7.00 5.12 20 6 .37 6.0 11.5 5.0 45 3.2 8.7 5.49 38 2.25 7.75 6.35 33 1.50 7.00 5.12 32 8 .39 7.5 13.0 7.0 64 4.0 9.5 8.44 55 2.84 8.34 11.80 51 2.05 7.55 15.80 44 10 .41 9.5 15.0 9.0 108 5.0 10.5 10.88 78 3.35 8.85 14.35 66 2.31 7.81 18.36 60 12 .43 9.0 14.4 6.0 114 6.0 11.5 13.25 104 3.50 9.00 12.70 89 2.56 8.06 20.90 79 14 .51 12.0 20.0 11.5 219 5.5 13.4 10.85 165 3.93 11.93 17.25 152 2.59 10.59 21.25 137 16 .52 13.0 21.0 12.5 254 6.0 14.0 13.25 206 3.98 11.98 17.50 181 2.62 10.62 21.50 161 24 .62 17.0 25.0 15.5 710 7.5 16.6 14.69 460 9.00 17.66 37.69 455 9.00 26.12 12.00 475 30 .68 21.5 30.5 865 10.5 19.5 715 6.75 15.75 600 ~ ~ . Weight includes two swivel glonds. 9 lAJ T \-V'/\ 22'120 Bend MJ x Flange (1/16) A Dimensions R F Weight 1.75 2.25 2.50 3.00 3.50 3.81 4.0 5.35 5.0 7.62 5.5 10.16 6.5 12.70 7.5 34 57 83 122 159 i1 LlJ \.-1= ~ 11 %0 Bend MJ x Flange (1/32) A Dimensions R F Weight 1.50 1.50 1.75 2.00 2.25 5.12 4.0 5.12 5.0 7.70 5.5 10.25 6.5 12.82 7.5 19 30 50 75 88 A 02/01/07 Tyler Pipe/Utilities Division' Box 2027 . Tyler, Texos 75710 . (800) 527-8478 Union Foundry Compony . Box 309 . Anniston, Alabama 36202 . (800) 226-7601 ~~ '. I I ' I ! : E F 0 i i I -~li I .==--===-.1 J 3 Tyler/Union MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment ,r--. TEES CROSS T MJ Tee MJ x FE Tee MJ x Swivel Tee Cross Dimensions Weights Size T T' H J' J2 J3 MJ MJxFE tMJxS Cross 3 .34 .34 3.5 3.50 5.5 26 29 31 4x3 .35 .34 3.5 4.00 6.5 35 34 39 4 .35 .35 4.0 4.00 6.5 36 39 45 6x3 .37 .34 4.0 4.00 6.5 51 54 6x4 .37 .35 4.0 5.00 8.0 52 57 62 6 .37 .37 5.0 5.00 8.0 10.50 66 68 77 79 8x3 .39 .34 4.0 6.50 9.0 56 8x4 .39 .35 4.5 6.50 9.0 72 82 84 8x6 .39 .37 5.5 6.50 9.0 11.50 79 81 105 98 8 .39 .39 6.5 6.50 9.0 11.50 90 101 116 112 ~ 10x3 041 .34 4.0 7.50 11.0 80 10x4 041 .35 4.5 7.50 11.0 82 92 98 10x6 041 .37 5.5 7.50 11.0 13.00 99 116 114 121 10x8 041 .39 6.5 7.50 11.0 13.00 116 128 138 135 10 041 041 7.5 7.50 11.0 132 144 156 12x3 043 .34 4.0 8.75 12.0 99 12x4 043 .35 4.5 8.75 12.0 108 118 119 12x6 043 .37 5.5 8.75 12.0 14.25 119 133 132 138 12x8 043 .39 6.5 8.75 12.0 14.25 126 146 149 149 12x10 043 041 7.5 8.75 12.0 159 174 187 12 043 .43 8.75 8.75 12.0 171 198 202 14x6 .51 044 6.5 10.50 14.0 16.00 183 205 211 210 14x8 .51 045 7.5 10.50 14.0 211 231 14xl0 .51 046 8.5 10.50 14.0 229 244 255 14x12 .51 047 9.5 10.50 14.0 245 284 269 14 .51 .51 10.5 10.50 14.0 281 291 299 16x6 .52 045 6.5 11.50 15.0 17.00 222 230 243 250 16x8 .52 .46 7.5 11.50 15.0 245 248 264 16xl0 .52 047 8.5 11.50 15.0 265 287 286 16x12 .52 048 9.5 11.50 15.0 277 312 312 16x14 .52 .51 10.5 11.50 15.0 317 348 16 .52 .52 11.5 11.50 15.0 337 324 457 30 .66 .66 22.0 22.00 1840 36 .74 .74 26.0 26.0 2655 t Weights include swivel gland .--- Tyler Pipe/Utilities Division. Box 2027. Tyler, Texas 75710. (800) 527-8478 4 Union Foundry Compony . Box 309 . Anniston, Alabama 36202 . (800) 226-7601 02/01/07 Tyler/Union ~. TEES (Continued) MJ Tee Size T T' H 18x6 .59 .44 6.5 18x8 .59 .45 7.5 18xl0 .59 .47 8.5 18x12 .59 .49 9.5 18x14 .59 .56 10.5 18x16 .59 .57 11.5 18 .59 .59 13.0 20x6 .60 .44 7.0 20x8 .60 .45 8.0 20xl0 .60 .47 9.0 ~ 20x12 .60 .49 10.0 20x14 .60 .56 11.0 20x16 .60 .57 12.0 20x18 .60 .59 13.0 20 .60 .60 14.0 24x6 .62 .44 7.0 24x8 .62 .45 8.0 24xl0 .62 .47 9.0 24x12 .62 .49 10.0 24x14 .62 .56 11.0 24x16 .62 .57 12.0 24x18 .62 .59 13.0 24x20 .62 .60 15.0 24 .62 .62 17.0 30x6 .66 .36 7.00 30x8 .66 .38 8.50 30x12 .66 .42 10.0 30x16 .66 .50 12.5 30x20 .66 .57 15.0 30x24 .66 .61 16.0 30 .66 .66 20.0 36x16 .74 .50 12.5 36x24 .74 .61 16.0 36x30 .74 .66 20.0 36 .74 .74 23.5 42 .82 .82 30.0 ~. Dimensions Jl J2 14.5 14.5 12.5 12.5 12.5 12.5 12.5 16.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 18.0 16.0 16.0 18.0 16.0 19.5 16.0 17.0 17.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 23.5 23.5 23.5 23.5 30.0 T MJ X FE Tee 15.5 18.0 17.0 19.5 1 9.0 21.5 MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" Ullisted For Fire Main Equipment J3 MJ x Swivel Tee Weights MJ MJxFE tMJxS MJ GLANDS ~- 1fD Glands Size Weight Size Weight 3 3 12 10 4 4 14 17 6 5 16 21 8 6 18 22 10 9 20 32 24 37 ., , . ~, . .. (S~{vel"GIC?hds, page" 1.9:2,,0:' ~Retainet.Glarj~s"poge ,7 - :' '. - r . ~:.!, n... I~ 'U f.l ":"".- , rnVARIABLE Ol Swivel x Solid Adapter with Swivel Gland Size by Wall laying length Thickness 6x13 .37 6x18 .37 6x24 .37 8x12 .39 Weight 52 65 69 52 rnVARIABLE Ol Swivel x Swivel Adapter Size by WolI loying length Thickness 6x12 .37 6x18 .37 6x24 .37 Weight 28 49 52 02/01/07 Tyler Pipe/Utilities Division. Box 2027 . Tyler, Texos 75710 . (800) 527-8478 Union Foundry Company. Box 309 . Anniston, Alabama 36202 . (800) 226-7601 5 275 280 286 372 415 445 490 335 390 417 460 475 530 560 605 465 475 516 549 585 625 675 740 844 700 739 739 959 995 1160 1323 1350 1498 1555 1900 3175 261 351 279 362 358 451 457 580 744 t Weights include swivel gland. Tyleri/Union ,--.. WYES ~y "Wyes Dimensions Size A Y T T' Weights 3 2.5 7.5 .34 .34 36 4x3 2.0 8.5 .35 .34 39 4 2.5 8.5 .35 .35 45 6x4 1.5 11.0 .37 .35 67 6 3.0 13.0 .37 .37 85 8x4 0.5 13.0 .39 .35 86 8x6 2.0 14.5 .39 .37 109 8 3.5 16.0 .39 .39 117 10x4 0.0 15.0 .41 .35 112 10x6 1.0 16.0 .41 .37 129 10x8 2.5 17.0 .41 .39 162 ~ 10 3.5 19.0 .41 .41 199 12x4 0.0 16.5 .43 .35 141 12x6 1.5 18.5 .43 .37 170 12x8 1.5 18.5 .43 .39 177 12x10 3.0 20.0 .43 .41 216 12 4.5 22.5 .43 .43 269 t14 6.0 25.0 .51 .51 476 16x6 0.0 21.0 .52 .45 300 16x8 0.5 22.5 .52 .46 349 t16x12 3.5 25.0 .52 .48 471 t16 6.5 28.0 .52 .52 635 . Not included in AWWA C153. t Rated at 250 psi. , :MJ ,; FE-Flange Dim~ii~ions ~re on inside ',.: . ,.>t.. , ..' front. c,over.' ' "; ,.1~'~~ )... ~ J J, J ~ .. , ~ .. ~ ~z - . --------- H MJx PE x MJ Tee Dimensions Size T T' H J' Z Weights 6 .37 .37 5.0 5.0 11.5 57 8x6 .39 .37 5.5 6.5 11.5 79 ~ 8 .39 .39 6.5 6.5 12.5 83 10 .41 .41 7.5 7.5 13.0 133 MECHANICAL JOINT C153 DUCTILE IRON COMPACT FlnlNGS Sizes 3" thru 12" UL Listed For Fire Main Equipment REDUCERS @ ~~~ '~ MJxMJ MJSEBxPE MJ L 3.0 5.0 4.0 5.0 4.0 7.0 5.0 4.0 9.0 7.0 5.0 4.0 9.0 7.0 5.0 4.0 11.0 9.0 7.0 5.0 4.0 14.0 12.0 10.0 8.0 7.0 14.0 12.0 10.0 8.0 7.0 16.0 14.0 12.0 10.0 8.0 30.0 28.0 24.0 10.0 MJLEBxPE Dimensions SEB LEB PE L L L MJ 8.5 8.5 14.0 18 10.5 10.5 16.0 28 9.5 9.5 15.0 28 10.5 10.5 16.0 36 9.5 9.5 15.0 39 12.5 12.5 18.0 53 10.5 10.5 16.0 59 9.5 9.5 15.0 54 14.5 14.5 20.0 67 12.5 12.5 18.0 64 10.5 10.5 16.0 57 9.5 9.5 15.0 63 17.0 14.5 22.5 104 15.0 12.5 20.5 104 13.0 10.5 18.5 100 12.0 9.5 17.5 100 19.0 16.5 24.5 132 17.0 14.5 22.5 136 15.0 12.5 20.5 128 13.0 10.5 18.5 120 12.0 12.0 20.0 140 22.0 19.5 27.5 201 20.0 17.5 25.5 196 18.0 15.5 23.5 175 16.0 16.0 24.0 180 15.0 15.0 23.0 194 22.0 19.4 27,5 225 20.0 17.5 25.5 214 18.0 17.8 26.0 208 16.0 15.8 24.0 225 15.0 15.0 23.0 233 24.0 21.4 29.5 320 22.0 21.8 30.0 314 20.0 19.8 28.0 325 18.0 18.0 26.0 325 16.0 16.0 24.0 315 39.0 475 37.0 495 33.0 525 24.5 478 45.0 19.0 33.0 770 24.5 20.0 '" 1185 40.0 ... 1505 6 Tyler Pipe/Utilities Division. Box 2027. Tyler, Texas 75710. (800) 527-8478 Union Foundry Company. Box 309 . Anniston, Alabama 36202 . (800) 226-7601 Size T T' 4x3 .35 .34 6x3 .37 .34 6x4 .37 .35 8x4 .39 .35 8x6 .39 .37 10x4 .41 .35 10x6 .41 .37 10x8 .41 .39 12x4 .43 .35 12x6 .43 .37 12x8 .43 .39 12x10 .43 .41 14x6 .51 .44 14x8 .51 ,45 14x10 .51 .46 14x12 .51 ,47 16x6 .52 ,45 16x8 .52 ,46 1 6x 1 0 .52 ,47 16x12 .52 ,48 16x14 .52 .51 18x8 .59 .45 18x10 .59 ,47 18x12 .59 ,49 1 8x 14 .59 .56 18x16 .59 .57 20x10 .60 ,47 20x12 .60 .49 20x14 .60 .56 20x16 .60 .57 20x18 .60 .59 24x12 .62 .49 24x14 .62 .56 24x16 .62 .57 24x18 .62 .59 24x20 .62 .60 30x16 .66 .50 30x18 .66 .54 30x20 .66 .57 30x24 .66 .61 36x16 .74 .50 36x20 .74 .57 36x24 .74 .61 36x30 .74 .66 42x30 .82 .66 48x30 .90 .66 L T T. PE x PI: Weights SEB LEB PE 17 17 18 25 27 20 26 27 26 34 36 33 38 39 30 46 51 48 52 49 52 52 47 61 68 60 58 66 54 62 65 60 61 65 57 107 112 107 108 102 100 101 100 100 131 141 128 128 136 136 124 128 123 123 119 113 139 138 133 180 195 180 185 170 190 181 200 180 190 210 210 208 210 198 205 215 222 220 302 300 325 322 319 340 310 305 565 590 560 495 890 874 746 725 02/01/07 if'y~er/UnioB1 ~ SOLID & TAPPED PLUGS & CAPS 3"-1201 1401-2401 301-1201 1401-2401 MJ Plug MJ Cap Dimensions Max. Weights Size T Tap Plugs Caps 3 .46 2 9 8 4 .46 2 9 10 6 .46 2 18 18 8 .46 2 25 26 10 .56 2 36 32 12 .56 2 47 46 14 .62 2 76 85 16 .62 2 98 94 18 .65 2 138 121 20 .66 2 158 149 24 .68 2 223 210 30 .66 2 355 345 .r--- 36 .74 2 688 626 TAPPED TEE ..M] x'Ft."Flonge~': Dimen's'ion~ ore'; r~ 'II . ~ on inside front , cover: : 1 ~ . , . - ~.~ T MJ Tapped Tee (201 Tap) Dimensions Size T L Max. Tap Weights 3 .34 6 2 19 4 .35 6 2 23 6 .37 6 2 35 8 .39 6 2 54 10 .41 6 2 68 12 .43 6 2 88 16 .52 6 2 164 ,--- MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 301 thru 1211 Ullisted For Fire Main Equipment SOLID SLEEVES m T + L- Lz---J ~ LI-----J Short Long Dimensions Weights Size T L' L2 Short Long 3 .34 7.5 12 13 22 4 .35 7.5 12 19 25 6 .37 7.5 12 28 39 8 .39 7.5 12 38 55 10 .41 7.5 12 48 68 12 .43 7.5 12 62 81 14 .56 9.5 15 116 146 16 .57 9.5 15 138 174 18 .68 9.5 15 160 230 20 .69 9.5 15 212 269 24 .75 9.5 15 272 380 30 .66 15.0 15 500 30 .66 24 640 36 .74 15.0 15 725 36 .74 24 925 42 .82 24 1146 48 .90 24 1455 ADAPTERS r-~'~ r- L. =1 .~. MJ X FE Dimensions Size' T L' L' 3 .34 6 12 4 .35 6 12 6 .37 6 12 8 .39 6 12 10 .41 6 12 12 .43 6 12 14 .51 6 12 16 .52 6 12 20 .60 6 30 .66 8 36 .74 8 FE x PE Weights MJxFE FExPE 18 26 23 36 35 50 50 60 69 88 88 127 155 149 275 470 750 02/01/07 Tyler Pipe/Utilities Division. Box 2027. Tyler, Texas 75710. (800) 527-847B Union Foundry Company. Box 309 . Anniston, Alabama 36202 . (BOO) 226-7601 7 l'y~er'/Union MECHANICAL JOINT C153 DUCTILa: IRON COMPACT FITTINGS Sizes 3" thru 12" Ullisted For Fire Main Equipment ,----..- DUAL PURPOSE CUTTING-IN SLEEVE MJ x FE Cutting-In Sleeve with Dual Purpose Accessories Dimensions Shipping Wt. Size For Pipe Size L L' T Assembled T 4 4.80-5.00 O.D. 10 9.5 .35 33 6 6.90-7.100.D. 10 9.5 .37 50 - LI 8 9.05-9.300.D. 10 9.5 .39 67 10 11.10- 11.40 O.D. 10 9.5 .41 122 12 13.20-13.500.D. 10 9.5 .43 157 L-- L - --1 Flanged ends are faced and drilled per ANSI/AWWA Cl1 0/A21.1 O. Mechanical joint ends are designed to receive both stan- dard and oversize gray or ductile iron pipe as shown above. VALVE ~n INSTALLATIONS ~: ~ ~ ~ ~.._-:.. .~-~~it=lu_ _ ':.::' ~ <::I] ~J',--,~ 'I .~;-,- ~.~"''' '~:~I ~ ~ ..~~::.,: ..~::.:~~. ..:~;~-: .~_.. .::::~'~~' :.:,:..-(:..:~:..'~.:.~., i\MJ~;FEFrd'nge'-.: - Dimensiol1s ~re : :"oninside frori't i _~:t>;f.~;9~~e\ _ -~;',~ TYPICAL CUTTING-IN SLEEVE INSTALLATIONS ;;:::J- -------.-,. .f.--,,""-,._"",,"'""',,""".= ~.. r: -<<.~'; ,. I I~"'''-''A'--''''<<- "'~~;, .' -~ ';.if '. :-: METER SETTINGS d~" ~ )4 ~T~ - ~ ~t:=-~ - ~ ---0 ~ .r----., ~ r~'~ ,u_-t._.J_Ms~ A Pipe Wall Thickness: Sizes 3"-12" are recommended for ductile iron pipe class 50 thru 56. Sizes 14" thru 24" are recommended for ductile iron pipe class 53 thru 56. *RETAINER GLAND ASSEMBLY DUCTILE IRON RETAINER GLANDS See Installations Instructions .............. ................ ...... ....... ......... .... Page 50 Mechanical Joint Retainer Glands are designed to provide a method for restrain- ing mechanical joint pipe and fittings and other standardized mechanical joints against possible joint separation, rupture or blow-out caused by internal water pres- sure. The set screws are square-headed with Type C knurled cup points, and are shipped already assembled in the Glands. They are manufactured of 4140 grade alloy steel, and are heat treated to a Rock- wall "c" 45/53 case hardness. Tee-head bolts and gaskets are not included, but may be ordered separately. Recommend- ed torque for set screws is 75 foot pounds, and set screws on opposite sides of the glands should be tightened alternately. Tee-head bolt hole size and spac- ing are equal to MJ Glands as shown in AWWA C- 111. Standard mechanical Joint gaskets as shown in C- 111 should be used. Pressure Gland Pipe 0.0. 0.1. Pipe No of Size of Rating, 0.0. 0.0. Wall Set Set Gland Weight Size psi B A Class Screws Screws Weight w/Acces. 3 350 7.69 3.96 50-56 4 %x2 5 7 4 350 9.12 4.80 50-56 4 %x2 6 13 6 350 11.12 6.90 50-56 6 %x2 11 20 8 250 13.37 9.05 50-56 9 %x2 13 25 10 250 15.62 11.10 50-56 12 %x2 18 33 12 150 17.88 13.20 50-56 16 %x2 23 38 14 250 20.25 15.30 53-56 20 %x2'/2 44 55 16 200 22.50 17.40 53-56 24 %x2% 51 64 18 200 24.75 19.50 53-56 24 %x2% 62 72 20 200 27.00 21.60 53-56 28 %x3 73 91 24 150 31.50 25.80 53-56 32 %x3 93 118 r----,_ . Not included- in AWWA C11 0 8 Tyler Pipe/Utilities Division' Box 2027 . Tyler, Texas 75710 . (800) 527-8478 Union Foundry Company' Box 309' Anniston, Alabama 36202 . (800) 226-7601 02/01/07 '(\\'10 I Ogy -<.,0(, "/. " "" J' ~ c: Ol QJ .... 'u O' (j) ~ Plastic Trends supplies the only fittings with Triple Certification listing @~@. r-- Our branch intersections are reinforced against stress and breakage to a degree never before available in a pvc sewer fitting. This means 1he weakest point of competitors' fit another strong point in Plastic Tr ~ SDR 35 PVC STITM asketed Sewer Fittings Injection Molded in Sizes 4" - 12" (Fabricated sizes 15" - 36" are available) Features · 4" - 6" reducing branches on 8",10" and 12" fittings have a minimum wall thickness of SDR 18. · Extended Pre-Alignment Entrance. One-Piece Injection Molded. ce Gasket. Branch Intersections. · Generous · Square Pipe Sto . · Specially Formed Ra · Heavy Duty Support at · Rounded Edges to Applications STITM Gasketed Sewer fittings surface ch Intersections. Stress Points. for non-pressure drainage of sewage and of strength and quality in gasketed sewer search and development, optimizing the best vation. Triple Certification Listing STFM fittings are the only fittings in th dustlY with triple certification listing. They are third party tested and listed by NS UPC and CSA to meet specifications defined in ASTM D3Q34, ASTM F 1336 and CSA B182.2, where applicable. New Features A one-piece integral bell and an extended pre-alignment entrance aids in proper alignment of pipe and fittings. In addition to scientifically formulated resins, square pipe stops resist pipe push-through while extra heavy support is provided under the pipe stop at branch intersections for added strength. Setting The Standard As the only manufacturer to offer a complete new line of innovative gasketed tooling, astic Trends sets the standard for PVC fittings produced in the industry. STITM eted sewer fittings represent the latest evolution in PTI's continuous effort to the most technologically advanced fittings available. If you specify, distribute or gasketed sewer fittings, demand the most advanced fittings available, STITM figurations on the opposite side of this sheet. Form #0280 Rev. 2/06 SDR 35 r- PVC STFM Gasketed Sewer Fittings Injection Molded in Sizes 4" - 12" Fabricated in Sizes 15" - 36" ,--.. Short Form Specifications 4" through 12" injection molded gasketed SDR 35 sewer fittings shall be manufactured in accordance with ASTM D 3034, ASTM F1336, and CSA 8182.2. They shall be injection molded from virgin PVC compound having a cell classification of 12454 or 13343 in accordance with, and certified by the National Sanitation Foundation (NSF). to meet ASTM D 1784. Gaskets shall be manufactured in accordance with ASTM F 477 or ASTM F 913. Gaskets shall be firmly seated in fitting in order to ensure proper installation and to prevent dislocation or misalignment during system assembly. Gasket joints must comply with ASTM D 3212 Internal Pressure Test (exfiltration) and Vacuum Test (infiltration) at 5 degrees of gasket joint deflection. Where available, reducing branches on injection molded 8", 1 0", and 12" tees, wyes, and tee-wyes shall be minimum DR18 wall thickness in the reducing branch body and reducing branch hub below the gasket race. Gasketed SDR 35 sewer fittings shall be certified by the National Sanitation Foundation (NSF) and, in applicable configurations, by the International Association Of Plumbing And Municipal Officials (IAPMO) to meet ASTM D 3034, and by the Canadian Standards Association (CSA) to meet CSA 8182.2. @~@" Triple Certified Listing c;;J PLASTIC TRENDS Plastic Trends, Inc. 5Moo Mound r<oad Shelby Twp.. MI 48316 586.781.2700 . 800.232.5690 Fax: 586.781.0888 www.plastictrends.com ~ RO.)'HI Group Technologies Configurations Available TEE (jxGxCi SANITARY TEE GxS"G COMBO WYE & li8 BEND GxGxG WYE GxGxG WYE GxS,.G 'itlE WiDW,; BRANCH GxGxDWV H DOUBLE 'NfE GxGxGxG DOUBLE WYE GxSxGxG 2-WAY CLEANOUT GxGxG 2-WAY CLEAN OUT (DWVj Cix(;xD\;WG c.!>'P G SPIGOT PLUG S TEMPORARY PLUG S REPAIR COUPLING GxG STOP COUPLING GxG C()NCENTf~IC INC COUPLING ECCENTRIC INC. COUPLING GxG GxG CONCENTRIC INC BUSHING ECCENTRIC INC BUSHING SxG SxG ADAPTER SVvR 5 x D'v"N G mw ADAPTER SLEEVE DVv\! S x SWR G RISER ADAPTER SxS OW\! MAPTER SWR G x DWV G ADAPTER SVVR 5 x SV'JR () ADAPTER SWR H ^ SVVR G SVV ADAPTER SWRS,D'tNG DWV ADAf'rEll S'Nil H x D'tN G .!>,DAPTER SWRS,SWRH 1/4 BEND GxG 1/4 BEND GxS 1/4 BEND LONG GxG 1/4 BEND LONG GxS li8 BEND GxS 1/8 BEND (~xG 1/16 BEND 1;16 BEND IN-LINE BACKWATER VALVE TERMIN!>'l. BACKW!>,TER V!>,LVE GxG GxS GxG G,G ---.--.-..-.----.-.--------..----..-.----.-.---.--.---.-----.-....-......---..---.-- ..-.---.-.,-.--,...... For additional configurations, list prices and dimensional drawings visit ww"v.plastictrends.cofY1 ~- . 10 1/2" ~ (2I/ll!il11m) 6" [162.....) J" -r---1 [50~1 ,. I. '/4" [6mm] .r--. 1/11" ilJrDm] 7 :>/8. 0" . " [187rnm] I -~I ~L7.L_ -w:J [ttmll\l B fVrf" ~ rz,3m1't\J a 1/16" [206I'tT11) ~ ,:,~)=1l 1/2" --J l- [1:1......) r1 t I I 2" I I [~1I\lm) I I I -L r--LJ_,---.L [11~rl----l ~1~..u <<::RETE mCHOR LUGS DErN!. r:s: 001 m1images/3 3 9-C.jpg http://www.basshays.co Page 1 01" 1 3/+" [l"mm] LElTERING 3/~' [10mm) 1 LETlERlNa \ i ~, [;: HORN (TWIST LCCK 26- [712,"",) 8/24/2006 ~;:ii( f~~~<;;I!:'4~~; ;"''';1.-;f:i-~-,:~;;~t,1l',::i ~,:'_"'-":,::~~:tr."Jf". f).;;.., .~''',,' '''~.1 '1".' ..\~;..... ~Y"'~.I'..-":.:','--'>i"'''~:'::''~'~'''~~~~''~~~----:- ~I Z4 _, rU<-~:i-I ~~ ,"-'~ -, I ( 31 LID 183 lbs. # 400-24 RING 214 lbs. SET 397lbs. Manhole Ring & Cover r---, lei ~ r 380-24 Top Flange Manhole LID 183 1 bs~;i RING 190 lbs. SET 373lbs. LID 180lbs. # ALB 325 RING 145 lbs. SET 325 1 bs . Manhole Ring & Cover Ii ;~ t.1. I,r; J~ ., I!~ $..', ~' } I t, . '.~. "~ ~ ~ LID 175lbs. 380-24 P RING 205 lbs. ET 380 1 bs . t' ht Manhole S Water- 19 " t 2 ~ i:3 1il~ N6 Clio ~~ ... >= Ci al W :Z > 0 ~ ~ ~ o < a: Q) 5~~ itu.~ .91/1 '3 I- ::> o z <( W r ' _ ~ N M ...... !!:! (\J ~ W > o u W ..J ~~ 2 ~ l::l r-- ~. . nJ - ...... - - ~C!Jo ~~u: m!;;:LL f2a:g I-Clz 0<(0 zoz .. ....J ~ ~ m z o ~ ~ ~ ~ 5 a.. w ~ a. < en a: ....J 0 :$ d ffi ::.: ~ a.. ~ ~~ ~ ow, C!J~~~ Zl1.ziIi ~ ~o :: 0000 o!;;~ I:!! ~8 <( i= z ~ iii 2. en w .8/! .8/1 rr . . ... ... "- "- - l"l lL ~ N M ::: In .8/S-,-r- r-- a:, "- 10 ,... I L:I u______ Q . ... ~ II: W II: lD W :E m :> :E(l') ~ ~ 2 ~ ~ 0 C!J 0 Cl t:: 9 T'"" ;:: ~I"- II: <( ~ 0 .8/E: 6 \lIONI ~ZZOI L ~.. - .... a' a_ I.:" I . :::: f a:, "- ,... ... I _i-_~ _ '~IJ%IV ... ~ a:, "- " -I l::l . ... ... (.) - ~ (j) ~ a.. I ~ :) o z ( W ...J (.) a: w ~ w Cf) ...J ( a: w .~ McWane Pipe: Product Specs Page 1 of 1 r-- ( Specifications &. Submittals In each of the following organizations, standards are developed by committees consisting of consumer, general interest and manufacturing members: . American National Standards Institute (ANSI) . American Water Works Association (AWWA) . American Society for Testing and Materials (ASTM) . Underwriters Laboratories (UL) MH16433(N) . National Fire Protection Association (NFPA) . National Sanitation Foundation (NSF) 61-1989 . Factory Mutual (FM) JI2VOA8.AH For ready reference, standards for ductile iron pipe are listed below: Standard Designation Subject Covered ANSIjAWWA C150jA21.50 Design ANSIjAWWA C151jA21.51 Water Pipe ANSIjAWWA C11OjA21.10 Fittings - Cast Iron ANSIjAWWA C153jA21.53 Fittings - Ductile Iron ANSIjAWWA Cll1jA21.11 Rubber - Gasket Joints ,-.... ANSIjAWWA Cl15jA21.15 Flanged Pipe \ ANSIjAWWA C104jA21.4 Cement - Mortar Linings ANSIjAWWA C105jA21.5 Polyethylene Encasement for Ductile Iron Pipe ASTM A674 Polyethylene Encasement for Ductile Iron Pipe ANSIjAWWA C600 Installation ASTM A746 Gravity Sewers NFPA Outside Protection 24 Fire Protection Piping McWane Cast Iron Pipe Company iron pipe meets and exceeds the requirements of all of the above national standards relating to pipe manufacture and performance. We bring water to the world and make products that help you stay safe Copyright @ 2008 McWane Cast Iron Pipe Company - All Rights Reserved 1201 Vanderbilt Road - Birmingham, Alabama 35234 Phone (205) 322-3521 - Fax (205) 241-4243 rl1 I"-A, !I T I, ~~.w:~~_(:_1i A DiviSiO~'~f M;Wane, Inc. Privacy Policv http://www.mcwanepipe.com/content. php ?ID=6 7/9/2008 McWane Pipe: Product 1 - Nominal Thickness Page 1 of2 ~ ~ ~ NOMINAL THICKNESS FOR STANDARD PRESSURE CLASSES OF DUCTILE-IRON PIPE Pressure Class 1 Size In. Outside Diameter In. 200 250 300 350 150 Nominal Thickness - In. 3 3.96 0.252 4 4.80 0.252 6 6.90 0.252 8 9.05 0.252 10 o 14 11.10 0.26 0.28 0.30 -, 0.2!L._ 0.31 13.20 15.30 17.40 0.32 0.34 0.30 16 18 0.31 0.34 0.36 19.50 20 0.33 0.36 0.38 21.60 25.80 0.40 0.43 0.49 0.56 0.33 0.38 0.37 0.42 24 0.45 0.51 30 0.34 32.00 36 38.30 0.38 0.47 0.42 Pressure Classes are defined as the rated water pressure of the pipe in psi. The thicknesses shown are adequa'te for the rated water working pressure plus a surge allowance of 100 psi. Calculations are based on a minimum yield strength of 42,000 and a 2.0 safety factor times the sum of the working pressure and 100 psi surge allowance. Calculated thickness for these sizes and pressure ratings are less than those shown above Presently these are the lowest nominal thicknesses available in these sizes. NOTE: Per ANSIj AWWA C140jA21.50 the thicknesses above include the 0.08" service allowance and the casting tolerance listed below by size ranges: SIZE (Inches) CASTING TOLERANCES (Inches) 3 - 8 -0.05 ~.~ 14 - 36 -0.07 We bring water to the world and make products that help you stay safe http://www.mcwanepipe.com/content.php?1D= 16 7/9/2008 McWane Pipe: Product 12 - Special Classes Page 1 of3 DIMENSIONS AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON JOINT AND MECHANICAL JOINT DUCTILE IRON PIPE Pipe manufactured in accordance with ANSI/AWWA C151/A21.51-91 under method of design outlined in ANSI/AWWA C150/A21.50 Push-on Joint Mechanical Joint Thick- Thick- Wt. of Avg. Avg. Size OD 1 Barrel Wt. Wt. Wt. Wt. Wt. Wt. In. ness ness In. Per Ft. of Per of Per Class In. Lb. Bell Lgth. Per Bell Lgth. Per Ft. Ft. Lb. Lb. 2 Lb. 3 Lb. Lb.2 Lb.3 3 51 .25 3.96 8.9 9 185 9.4 11 190 9.4 3 52 .28 3.96 9.9 9 205 10.4 11 210 10.4 3 53 .31 3.96 10.9 9 225 11.4 11 230 11.4 3 54 .34 3.96 11.8 9 245 12.2 11 245 12.4 3 55 .37 3.96 12.8 9 264 13.2 11 265 13.4 3 56 .40 3.96 13.7 9 285 14.2 11 285 14.2 4 51 .26 4.80 11.3 11 235 11.8 16 240 12.1 4 52 .29 4.80 12.6 11 265 13.2 16 270 13.4 4 53 .32 4.80 13.8 11 285 14.4 16 290 14.6 4 54 .35 4.80 15.0 11 310 15.6 16 315 15.8 4 55 .38 4.80 16.1 11 335 16.6 16 340 16.9 4 56 .41 4.80 17.3 11 335 17.8 16 360 18.1 6 50 .25 6.90 16.0 15 305 16.8 18 305 17.0 6 51 .28 6.90 17.8 15 335 18.6 18 340 18.8 6 52 .31 6.90 19.6 15 370 20.4 18 370 20.6 6 53 .34 6.90 21.4 15 400 22.2 18 405 22.4 6 54 .37 6.90 23.2 15 435 24.0 18 435 24.2 6 55 .40 6.90 25.0 15 465 25.8 18 470 26.0 6 56 .43 6.90 26.7 15 495 27.5 18 500 27.7 8 50 .27 9.05 22.8 22 430 24.0 24 435 24.1 8 51 .30 9.05 25.2 22 475 26.4 24 480 26.5 8 52 .33 9.05 27.7 22 520 28.9 24 525 29.0 8 53 .36 9.05 30.1 22 565 31.3 24 565 31.4 8 54 .39 9.05 32.5 22 605 33.7 24 610 33.8 8 55 .42 9.05 34.8 22 650 36.0 24 650 36.1 8 56 .45 9.05 37.2 22 690 38.4 24 695 38.52 10 50 .29 11.10 30.1 29 570 31.7 31 575 31.8 10 51 .32 11.10 33.2 29 625 34.8 31 630 34.9 10 52 .35 11.10 36.2 29 680 37.8 31 685 37.9 10 53 .38 11.10 39.2 29 735 40.8 31 735 40.9 10 54 .41 11.10 42.1 29 785 43.7 31 790 43.8 10 55 .44 11.10 45.1 29 840 46.7 31 845 46.8 10 56 .47 11.10 48.0 29 895 49.6 31 895 49.7 2 50 .31 13.20 38.4 35 725 40.3 37 730 40,s) 2 51 .4 13.20 42.0 35 790 4 .9 37 795 44.1 12 52 .37 13.20 45.6 35 855 47.5 37 860 47.7 12 53 .40 13.20 49.2 35 920 51.1 37 925 51.3 12 54 .43 13.20 52.8 35 985 54.7 37 985 54.9 12 55 .46 13.20 56.3 35 1050 58.2 37 1050 58.4 12 56 .49 13.20 59.9 35 1115 61.8 37 1115 62.0 r--. 14 50 .33 15.30 47.5 60 915 50.8 61 915 50.9 14 51 .36 15.30 51.7 60 990 55.0 61 990 55.1 r--. http://www.mcwanepipe.com/content. php ?ID=2 7 7/9/2008 McWane Pipe: Product 12 - Special Classes Page 2 of3 ~ 14 52 .39 15.30 55.9 60 1065 59.2 61 1065 59.3 14 53 .42 15.30 60.1 60 1140 63.4 61 1145 63.5 14 54 .45 15.30 64.2 60 1215 67.5 61 1215 67.5 14 55 .48 15.30 68.4 60 1290 71.7 61 1290 71.8 14 56 .51 15.30 72.5 60 1365 75.8 61v 1365 75.9 16 50 .34 17.40 55.8 68 1070 59.6 74 1080 59.9 16 51 .37 17.40 60.6 68 1160 64.4 74 1165 64.7 16 52 .40 17.40 65.4 68 1245 69.2 74 1250 69.5 16 53 .43 17.40 70.1 68 1330 73.9 74 1335 74.2 16 54 .46 17.40 74.9 68 1415 78.7 74 1420 79.0 16 55 .49 17.40 79.7 68 1505 83.5 74 1510 83.8 16 56 .52 17.40 84.4 68 1585 88.2 74 1595 88.5 18 50 .35 19.50 64.4 78 1235 68.7 85 1245 69.1 18 51 .38 19.50 69.3 78 1335 74.1 85 1340 74.5 18 52 .41 19.50 75.2 78 1430 79.5 85 1440 79.9 18 53 .44 19.50 80.6 78 1530 84.9 85 1535 85.3 18 54 .47 19.50 86.0 78 1625 90.3 85 1635 90.7 18 55 .50 19.50 91.3 78 1720 95.6 85 1730 96.0 18 56 .53 19.50 96.7 78 1820 101.0 85 1825 101.4 20 50 .36 21.60 73.5 87 1410 78.3 98 1420 78.9 20 51 .39 21.60 79.5 87 1520 84.3 98 1530 84.9 20 52 .42 21.60 85.5 87 1625 90.3 98 1635 90.9 20 53 .45 21.60 91.5 87 1735 96.3 98 1745 96.9 20 54 .48 21.60 97.5 87 1840 102.3 98 1855 102.9 20 55 .51 21.60 103.4 87 1950 108.2 98 1960 108.8 20 56 .54 21.60 109.3 87 2055 114.1 98 2065 114.7 24 50 .38 25.80 92.9 105 1775 98.7 123 1795 99.7 24 51 .41 25.80 100.1 105 1905 105.9 123 1925 106.9 24 52 .44 25.80 107.3 105 2035 113.1 123 2055 114.1 ~ 24 53 .47 25.80 114.4 105 2165 120.2 123 2180 121.2 24 54 .50 25.80 121.6 105 2295 127.4 123 2310 128.4 24 55 .53 25.80 128.8 105 2425 134.6 123 2440 135.6 24 56 .56 25.80 135.9 105 2550 141.7 123 2570 142.7 30 50 .39 32.00 118.5 170 2305 127.9 30 51 .43 32.00 130.5 170 2520 139.9 30 52 .47 32.00 142.5 170 2735 151.9 30 53 .51 32.00 154.4 170 2950 163.8 30 54 .55 32.00 166.3 170 3165 175.7 30 55 .59 32.00 178.2 170 3380 187.6 30 56 .63 32.00 190.0 170 3590 199.4 36 50 .43 38.30 156.5 239 3055 169.8 36 51 .48 38.30 174.5 239 3380 187.8 36 52 .53 38.30 192.4 239 3700 205.7 36 53 .58 38.30 210.3 239 4025 223.6 36 54 .63 38.30 228.1 239 4345 241.4 36 55 .68 38.30 245.9 239 4665 259.2 36 56 .73 38.30 263.7 239 4985 277.0 ~ Tolerances of OD of spigot end: 3-12 in., +/-0.06in., 14-24 in., +0.05 in., -0.08 in., 30-36 in., +/0.08 in., -0.06 in. Including Bell; calculated weight of pipe rounded off to nearest Sibs. Including Bell; average weight per foot, based on calculated weight of pipe before rounding. Weights and dimensions are nominal per above standards. >> - American Association of State Highway and Transportation Officials, 444 N. Capitol St. N.W., Suite 225, Washington, DC 20001 3"-6" Nominal 20' laying length 8" Nominal 18' or 20' 10"-36" Nominal 18' laying length http://www.mcwanepipe.com/content. php 710=2 7 7/9/2008 Casing Spacers North America Page 1 of 3 ~Public Works Marketing, Inc. Innovative Casing Spacer Solutions Site menu: . l-lom~ . Specifications . Sales . End Seals Latest news: Oct. 6, 2007: Welcome to our new website! Please visit often, the site will continue to grow with new information. E- Mail Thanks to all the trade show attendees that visited the Public Works Marketing - Raci booth at the summer A WW A Annual Conference this past June. _____We enrolled a lot of new customers and signed a lot of orders. Thank you for your business! information: Call Public Works Marketing 1-800-517-0395 for help with determining the details and specifications of using RACI spacers for your next project. Links: . E-M'l.U~ur inquiries Casing Spacers 1-800-517-0395 Call Public Works Marketing to find out the exact specifications for your project. We have sample specs and engineering details from other successful installations that you can see. Casing Spacers shall be used to install carrier pipe inside the encasement pipe. To provide support around the periphery of the pipe twist as it is pushed through the casing, the spacers shall e of a projection type that has a minimum number of projections around the circumference totaling he number of diameter inches. For example, 8" pipe shall have a minimum of8 projections and 18" pipe shall have a minimum of 18 projections. ----- http://www.publicworksmarketing.com/casing -spacer-specifications.html 7110/2008 Casing Spacers North America Page 2 of3 ~ lWD SP;''cERS PL.v~tD (iJ)'''' ,"v 0' C1>Sl>'1 1- \> n - 10 f1 fff'lC:Al1 I ;,".rr" $PM:iRS 2' FROM BElL END t \ ~-~ ... ~Jt ..~~ PWi HIGH DENSfTY""""/ POLYETHYlENE CASING SPACERS rCASING PlPE SfZE AND lYPE / PER PlANS, (fURNISHED AND INSTALLED BY OTHERS) r--. CARRIER PIPE SllE AND TYPE PER PlANS. Casing Spacers isolate water, sewer, oil and gas pipelines from casings simply and cost effectively. RAeI Spacer Advantages Spacers are manufactured entirely out of high density polythene with NO METAL bolts or attachments required. RACI spacers provide long term corrosion protection. Installation is easy. ""---",';;pacers are quickly assembled by manually fitting elements one into the other. Tooth insertion method .llows on site adjustment to fit a wide range of pipe diameters and coatings. Spacers slide into casing with ease. http://www.publicworksmarketing.com/casing -spacer-specifications.html 7/10/2008 , Casing Spacers North America Page 1 of2 .' ~Public Works Marketing, Inc. Innovative Casing Spacer Solutions Site menu: . Home . Specifications . Sales TelTitories . End Seals Latest news: Feb. 13, 2008: Please visit our booths! NACE 2008 New Orleans March 17-20 A WW A 2008 Atlanta June 8-12 ~WEFTEC 2008 Chicago Oct. 18-22 E-Mail PWM Information: Call Public Works Marketing 1-800-517-0395 for help with determining the details and specifications of using RACI spacers for your next project. Links: . E-Mail your inquiries Casing Spacers 1-800-517-0395 RACI the leaders in casing spacer technology, has been in business since 1952 and are ISO 9002 CERTIFIED. Their uniquely designed, engineered and patented spacers are respected and their dependability has made them the number one choice of casing spacers and installers worldwide. ,r-- http://www.publicworksmarketing.comlindex.html 7/10/2008 Casing Spacers North America Page 2 of2 Casing Spacers isolate water, sewer, oil and gas pipelines from casings simply and cost effectively. ------ ~~CI Spacer Advantages Spacers are manufactured entirely out of high density polythene with NO METAL bolts or attachments required. RACI spacers provide long term corrosion protection. Installation is easy. Spacers are quickly assembled by manually fitting elements one into the other. Tooth insertion method allows on site adjustment to fit a wide range of pipe diameters and coatings. Spacers slide into casing with ease. Copyright ~ 2007 Public Works Marketing I P.O. Box 550294 Dallas, TX 75355 I E-Mail I Site Map ,,---.... r--- http://www.publicworksmarketing.com/index.html 7/1 0/2008 .r--- L Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 (972) 221-4646 (main) (972) 221-41 00 (fax) www.lattimorematerials.com Concrete Mix Design Date: 25-Jun-08 Client: Donald D. Tucker, Inc. Project: The Chateaus of Coppel! Coppell, Texas Materials: Cement: Flyash: Coarse Agg.: ASTM C-150, Type 111I ASTM C-618, Class F ASTM C 33, 1 n_ #4 Crushed Stone Fine Agg.: Admixtures: ASTM C-33, Concrete Sand ASTM C 494, Type A or D ASTM C-260 1 CUbic Yard By Weight - SSD Use Drainage Structures Cement 1701 (6 SK ,WR,AIR) 4200 psi Air 564 Ibs o Ibs 1850 Ibs ,--.. Mix No. Strength @ 28 Days Coarse Aggregate Fine Aggregate Water Admixture Water Reducer 1260 Ibs 256 Ibs 23 ozs AEA Total Weight 3.7 ozs 3930 Ibs Unit Weight W/Cm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 145.57 pcf 0.45 0% 950 F 3-5 inches 3-6% Lattimore Materials Companv guarantees the above mix design will achieve the specified strength when tested and evaluated in accordance with ASTM C172, C31, C39 and C94 (including proper initial curing as per ASTM C31 Section 10.1.2), and when the recommended procedures for placement and curing outlined in ACI305 and ACI 30S are followed. r-' In accordance with ASTM C94, Lattimore Materials Companv shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (fax 972-221-SS47) as soon as available. Failure to forward reports in a timely fashion can delay response time in dealing with concrete concerns as well as future project subm ittals. This mix design submittal, price quote, or material specific infonnation (aggregate properties, grading, material composition, or other infonnation regarding materials manufactured by Lattimore Materials Companv) is proprietary and confidential and not to be shared or transmitted in any fonn to anv person or organization that is not expressly authorized in writing by a designated official of Lattimore Materials Company. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest extent of the law. ------- L Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 (972) 221-4646 (main) (972) 221-41 00 (fax) www.lattimorematerials.com Concrete Mix Design Date: 25-Jun-08 Client: Donald D. Tucker, Inc. Project: The Chateaus of Coppell Coppell, Texas Materials: Cement: Flyash: Coarse Agg.: ASTM C-150, Type 1111 ASTM C-618, Class F ASTM C 33, 1 n_ #4 Crushed Stone Fine Agg.: Admixtures: ASTM C-33, Concrete Sand ASTM C 494, Type A or D ASTM C-260 1 Cubic Yard By Weight - SSD Use Sanitary Sewer Manholes ~, Mix No. Strength @ 28 Days (6.5 SK ,WR,AIR) psi Coarse Aggregate 1851 4500 Air 611 o 1850 Ibs Ibs Ibs C em ent Fine Aggregate Water Admixture Water Reducer 1192 Ibs 267 Ibs 24 ozs AEA Total Weight 4.0 ozs 3920 Ibs U nit Weight W/Cm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 145.20 pcf 0.44 0% 950 F 3-5 inches 3-6% Lattimore Materials Company guarantees tI1e above mix design will achieve the specified strengtl1 when tested and evaluated in accordance with ASTM C172, C31, C39 and C94 (including proper initial curing as per ASTM C31 Section 10.1.2), and when the recommended procedures for placement and curing outlined in ACI305 and ACI 306 are followed. ~ In accordance witl1 ASTM C94, Lattimore Materials Com pany shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (fax 972.221 ~647) as soon as available. Failure to forward reports in a timely fashion can delay response time in dealing witl1 concrEte concerns as well as future project submittals. This mix design subm ittal, price quote, or material specific infonnation (aggregate properties, grading, material composition, or other infonnation regarding materials manufactured by Lattimore Materials company) is proprietary and confidential and not to be shared or transm itted In any fonn to any person or organization tI1at Is not expressly authorized In writing by a designated official of Lattimore Materials Com pany. Any unautl10rized person or entity in possession of tI1is information will be prosecuted to the fullest extent of the law. r---- L LATTIMORE MATERIALS COlVlPANY, L.P. P.O. Box 556 McKinney, Texas 75070-0556 972-221-4646 main 972-569-6998 fax www.lmctx.com Sack Content 5.00 Water Cement Ratio 0.53 4/17/2008 3 31257 2490 Aggregate Size (in.) 1.0 4/17/2008 3 34166 2720 Concrete Temperature (*F) 70 4/21/2008 7 41269 3280 Slump (in) 4.75 4/21/2008 7 45104 3590 Air (%) 5.2 5/12/2008 28 59847 4760 5/12/2008 28 56874 4520 Avg. 3 Day Comp. Str. (psi) 2610 5/12/2008 28 61988 4930 Avg.7 Day Comp. Str. (psi) 3440 Avg. 28 Day Comp. Str. (psi)1 4740 ~ Sack Content Water Cement Ratio Aggregate Size (in.) Concrete Temperature (*F) Slum p (in) Air (%) 7.00 0.41 4/17/2008 3 49585 3940 1.0 4/17/2008 3 51144 4070 70 4/21/2008 7 68577 5460 5.0 4/21/2008 7 66533 5290 4.8 5/12/2008 28 85697 6820 5/12/2008 28 88567 7050 4010 5/12/2008 28 84598 6730 5380 Avg. 28 Day Comp. Str. (psi)1 6870 Avg. 3 Day Comp. Str. (psi) Avg.7 Day Comp. Str. (psi) Sack Content Water Cement Ratio Aggregate Size (in.) Concrete Temperature (*F) Slump (in) Air (%) 9.00 II 0.33 4/17/2008 3 66352 5280 1 4/17/2008 3 64557 5140 71 4/21/2008 7 76922 6120 5.0 4/21/2008 7 77043 6130 5.1 5/12/2008 28 98011 7800 5/12/2008 28 96559 7680 5210 5/12/2008 28 100223 7970 6130 Avg. 28 Day Comp. Str. (psi)1 7820 Avg. 3 Day Comp. Str. (psi) Avg. 7 Day Comp. Str. (psi) r----. r-', LA TTIMORE MATERIALS COMPANY, L.P. P.O. Box 556 McKinney, Texas 75070-0556 972-221-4646 main 972-569-6998 fax www.lmctx.com ~ 8000 7500 7000 6500 6000 5500 5000 4500 4000 3500 3000 2500 2000 0.3 0.35 0.4 0.45 0.5 0.55 0.53 0.41 0.33 3440 5380 6130 4740 6870 7820 5.00 7.00 9.00 2610 4010 5210 Mix design # = I 1701 Required w / em = Required sack content = r 0.45 3600 I 4620 I 6060 I 6 3290 I 4310 I 5710 5885 I Average = I 3445 4465 ,,-.... ......3 day ....7 day -28 day A Est. 3 day Est. 7 day . Est 28 day 0.6 ~, i L c LA TTIMORE MA TERIALS COlVIP ANY, L.P. P.O. Box 556 McKinney, Texas 75070-0556 972-221-4646 main 972-569-6998 fax wv\'w.lmctx.com ~~ j.~.~- , ~& L~:.' < ~ t,.;j)~~'8BMrf%,%:&Y~ .[_1__1.~llia_lli~ t:':;\Rf!:;~~!f~;J_.~':;;i~il;Witter:;toGement'.Ratio.:GiiiVes~per~:aGlt;?18:5.3!3:2.:et'/~i~i#j;;:t:/ij::~:;!\:~i~Y2:i?:t~trf#'~ Sack Content Water Cement Ratio Aggregate Size (in.) Concrete Temperature (*F) Slump (in) Air (%) 5.00 0.53 4/17/2008 3 31257 2490 1.0 4/17/2008 3 34166 2720 70 4/21/2008 7 41269 3280 4.75 4/21/2008 7 45104 3590 5.2 5/12/2008 28 59847 4760 5/12/2008 28 56874 4520 2610 5/12/2008 28 61988 4930 3440 Avg. 28 Day Comp. Su. (psi)1 4740 Avg.3 Day Comp. Str. (psi) Avg.7 Day Comp. Str. (psi) r-- Sack Content Water Cement Ratio Aggregate Size (in.) Concrete Temperature (*F) Slump (in) Air (%) 7.00 0.41 4/17/2008 3 49585 3940 1.0 4/17/2008 3 51144 4070 70 4/21/2008 7 68577 5460 5.0 4/21/2008 7 66533 5290 4.8 5/12/2008 28 85697 6820 5/12/2008 28 88567 7050 I 4010 5/12/2008 28 84598 6730 5380 Avg. 28 Day Comp. Su. (psi)1 6870 Avg. 3 Day Comp. Str. (psi) Avg.7 Day Comp. Str. (psi) Sack Content Water Cement Ratio Aggregate Size (in.) Concrete Temperature (*F) Slump (in) Air (%) 9.00 ..~. 0.33 4/17/2008 3 66352 5280 1 4/17/2008 3 64557 5140 71 4/21/2008 7 76922 6120 5.0 4/21/2008 7 77043 6130 5.1 5/12/2008 28 98011 7800 5/12/2008 28 96559 7680 5210 5/12/2008 28 100223 7970 6130 Avg. 28 Day Comp. Su. (psi)1 7820 Avg.3 Day Comp. Str. (psi) Avg. 7 Day Comp. Str. (psi) r-- ~ L LA TT IM ORE MATERIALS COMPANY, L.P. P.O. Box 556 McKinney, Texas 75070-0556 972-221-4646 main 972-569-6998 fax www.lmctx.com ~f:~!11j;'ii\~;ifi!/f:'l?~;f!~~Ir..~at~r.t<i:G~tit~nf?R.atio!Cuiv.es;p(;r!;Aet318t~~3:3~2 ':;i~}l__;P?""Ji;:l 8000 7500 ......3 day 7000 6500 ~7 day 6000 5500 -28 day 5000 4500 At. Est. 3 day 4000 .. Est. 7 day 3500 3000 . Est 28 day 2500 r-- 2000 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.53 0.41 0.33 5.00 7.00 9.00 3440 5380 6130 4740 6870 7820 2610 4010 5210 Mix design # = I 1851 Requiredw/cm = I 0.44 Required sack content = I 6.5 3730 3620 4760 I 4650 I 6220 I 6090 I Average = I 3675 4705 6155 ~ ,...--.,. L Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimorematerials.com Gradation Analysis for #57 Coarse Aggregate ASTM C29, C33, C117, C127 & D75 2-Jun-2008 Sample: 1" x #4 Date Sampled: Date ran: 5-Jun-2008 Source: TXI - Bridgeport Total dry wt: 38.06 Ibs. Location: Bunker .r--- ASTM C33 #57 Sieve Size (in) Wt. Ret. % Ret. % Pass Limits 1_1/2" 1.500 0 0.0% 100.0% 100% 1" 1.000 1.04 2.7% 97.3% 95% to 100% 3/4" 0.750 7.36 19.3% 80.7% - 1/2" 0.500 17.78 46.7% 53.3% 25% to 60% 3/8" 0.375 29.12 76.5% 23.5% - #4 0.188 35.94 94.4% 5.6% 0% to 10% #8 0.094 37.00 97.2% 2.8% 0% to 5% PAN - 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% 0.010 I I i Ii! I 1111 i I .. I i. I.! . I I" III i Ii i III1I I I i I ., I I! I, !! ~ I II I, III i I I III I i I! ! I!! I III i i Ii -.- % Retained -m- % Passing ! ; I ! ! Iii I ! i! ! II, ! Ii. ! , II! 0.100 1.000 10.000 Sieve Size (in.) Dry Loose Unit Wt: 94.68 Ib/ft3 Absorbtion: .975% ASTM C117: .53% Specific Gravity: 2.68 ....--- Dry Rodded Unit Wt: 1 02.62 Ib/ft3 Date Sampled: Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimorematerials.com Gradation Analysis for Fine Aggregates ASTM C29, C33, C117, C128 & D75 2-Jun-2008 Sample: -------- L Spec Date ran: 5-J un-2008 Source: Denton Total dry wt: 930.4 grams Location: Load Out ~ Sieve Size (in) wt. Ret. % Ret. % Pass % Passing ASlM % Retained C33 Limits TxDOT 421 3/8" 0.375 0.0 0.0% 100.0% 100% 0% 1/4" 0.250 3.0 0.3% 99.7% - - #4 0.188 16.5 1.8% 98.2% 95% to 100% 0% to 5% ml 0.094 157.8 17.0% 83.0% 80% to 100% 0% to 20% #10 0.079 200.5 21.5% 78.5% - - #16 0.047 310.1 33.3% 66.7% 50% to 85% 15% to 50% #20 0.033 369.7 39.7% 60.3% - - #30 0.023 445.5 47.9% 52.1% 25% to 60% 35% to 75% #40 0.017 558.9 60.1% 39.9% - - #50 0.012 724.1 77.8% 22.2% 5% to 30% 65% to 90% mlO 0.007 873.6 93.9% 6.1% - - #100 0.006 894.5 96.1% 3.9% 0% to 10% 90% to 100% #200 0.003 919.6 98.8% 1.2% 0% to 3% 97% to 100% PAN - - Fineness Mod.: 2.74 Specific Gravity: 2.63 Dry Loose Unit Wt: 99.68 Dry Rodded Unit Wt: 116.00 Iblfe Absorbtion: 1.213 Iblfe ~ ---- , MATERIAL SAFETY DATA SHEET SECTION 1 - CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: Ready Mix Concrele, Pre-Mixed Concrete, Transit Mixed Concrete. Grout MSDS covers all Concrete Mix Designs prepared by Inland. CAS No: NfA Product Use: Ready Mix Concrete is a slructural component used in structural and civil engineering. MSDS Information: This product is classified as hazardous, according to criteria of WHMIS regulations. Product Code: Chemical Family: N/A Chemical Name And Synonyms: N/A Formula: This product consists of portland cement. f1yash, sand, aggregate, and ad mixtures, individual compositions of constituents will vary within the mix design ranges. Su pplier/Ma n ufacturer: Emergency Contact Information: ~. SECTION 2" COMPOSITION/INFORMATION ON INGREDIENTS Ready Mix Concrete Ingredients & Their Exposure Limits: Current ACIH TLV for 8 hour E;xposure ; Chemical Entity/Ingredient CAS No: .. "'...--..-.-----. ___0... 1" - ---------, \ Percentage of) Total Dust Respirable Dust Mix . (Massl (MassJ _ L mglm . mg/m i ..........- . ~~..._-.~ "'1 -~ __.L..1.0 mg/m- , 5 mg/m- . 10 I l . 5 f ~ ; ..... i. ---- --- iTlfl m __ .;. ___.._1]1.9!~.! : 10 mgjm3 ; 5 mg/m3 I --...;----... -. _..-._._---_._.-_.~._-.... !-. ..,.. . ..... ...... -...- ---- . . .......,---. L.9.ruSh~~ ston~Lg!,gy~L_________j 0 10 60 ; Sand ; 1 to 50 L~~~I~~i.c.~~~~t.:... ......-..----.r-65997-15:1-;____J !Q.;2~... :. W~~~_____.._.__.___.._._ ! 6~~:~in~s.jji~-~~~~.~===~.~~~~~h4_B_Q~~Z. ~.._::~Q~~t~~.._..L ,.. .. 1ci;;';gj;:n3 2 mg/m3 5 mg/m3 -- '--' .. __..Q:g~l1l9!lJl3__._._,; Note: Cements and sand and gravel may C'.ontain 0.1%.. 60% crystalline silica (CAS No. 14808-60-7) depending on the proportion and crystalline silica content of the ingredienls. All ingredients may contain cryslalline silica. Wet stage poses no risk or hazard. ,..-... October 2004 Ready Mix Concrete Page 1 of 1 ,-., MATERIAL SAFETY DATA SHEET SECTION 3 - HAZARDS IDENTIFICATION EmeTQenCV Overview: Concrete is a light gray fluid mixture that poses an immediate hazard to eye tissue. Exposure of sufficient duration to wet concrete carl cause serious, potentially irreversible tissue (skin or eye) destruction in the form of chemical (caustic) bums, including third degree bums. If footwear or clothing becomes saturated with wet concrete, remove immediately and wash area with water and mild soap. Do not allow prolonged conlact. Potential Health Effects: Relevant routes of exposure are: EYE CONTACT and SKIN CONTACT Effects Resulting From EYE CONTACT: Exposure to wet concrete may cause immediate or delayed irritation or inflammation. Eye contact by splashes of wet concrete may cause effects ranging from moderate eye irritation to chemical burns and blindness. Such exposures require immediate first aid and medical atlention to prevent significant damage to the eye. Effects Resulting From SKIN CONTACT: -------- Discomfort or pain cannot be relied upon to alert a person to a hazardous skin exposure. Consequently, the only effective means of avoiding skin injury or illness involves minimizing skin contact, particularly contact with wet concrete. Exposed persons may not feci discomfort until hours after the exposure has ended and significant injury has occurred. Exposure 10 moist or wet concrete may cause more severe skin effects including lhickening, cracking, fissuring 01 the skin. Prolonged exposure can cause severe skin damage in the form of (caustic) chemical burns. Effects Resulting From INHALATION: Concrele may contain amounts of crystalline silica. Prolonged exposure to respirable free cryslalline silica may aggravate other lung conditions. It may also cause delayed lung injury including silicosis, a disabling and potentially fatal lung disease, and/or other diseases. (Also see "Carcinogenic Potential" below.) Respirable exposure to silica in concrele may occur only if concrete is drilled, cui, ground or polished. Exposure to concrete dust may cause irritation to the moist mucous membranes of the nose, throat, and upper respiratory system. The dust may also leave unpleasant deposits in the nose. Effects Resulting From INGESTION: Not Applicable . Chronic Effects Some individuals may exhibit an allergic response upon exposure to ready-mix concrete. The response may appear in a variety of forms ranging from a mild rash to severe skin ulcers. Persons already sensitized may react to their first contact with the product. Others may first experience this effect after years of contact with ready-mix concrete. Minimizing contact with skin is the basic protection to reduce this e>;posure. r-~ October 2004 Ready Mix Concrete Page 20f2 ,,---... MATERIAL SAFETY DATA SHEET . Carcinogenic Potential Ready Mix Concrete is not listed as a carcinogen by NTP, OSHA, or IARC. It may. however, contain trace amounts of substances listed as carcinogens by Ihose organizations. Crystalline silica, a potential trace level contaminant in porlland cement, is found in the aggregate components in varying percentages and is classified by IRAC as a known human carcinogen (Group 1). NTP has characterized respirable silica as 'reasonably anticipated to be [a) carcinogen". Medical Conditions That May 8e Aggravated By Inhalation or Dermal Exposure: Co Pre-exisling upper respiratory and lung diseases. C, Previous exposure 10 dust from hardened product. :) Unusual or (hyper) sensitivity to hexavalent chromium (chromium (+6)) salls. SECTION 4- FIRST AID MEASURES . Eyes Immediately flush eyes thoroughly with water. Continue flushing for 15 minutes, including under the lids, for at least 15 minutes. Seek medical attention immediately. Skin Wash skin wilh water and pH neutral soap or mild detergent intended for use on skin. ,,--..., If clothing or footwear is saturated remove immediately and wash area with water and mild soap. If contact has been severe enough to cause reddening or actual bums to skin, place sterile bandage on area and seek medical attention. Inhalation In wel form, concrete cannot be inhaled. Ingestion In wet form, concrete is unlikely to be ingesled. If concrete enters mouth, wash out with water immediately. Seek medical attention if any burning sensation or actual burns occur. SECTION 6- FIRE EXPLOSION DATA IFIRE FIGHTING MEASURES Flammability: Lower Explosive Limit: Auto ignition Temperature: Sensitivity To Impact: Special FIre-Fighting Procedures: Unusual Fire And Explosion Hazards: Not Flammable. Not Applicable. Not Applicable. Not Applicable. None. Not Applicable. Flash Point: Upper Explosive Limit: Sensitivity To Static Discharge: Extinguishing Media: Hazardous Combustion Products: Not Applicable. Not Applicable. Not Applicable. Nol Applicable. Not Applicable. ~ Oclober 2004 Ready Mix Concrete PallO 3 of 3 ,..--,... MATERIAL SAFETY DATA SHEET SECTION 6 - STABILITY AND REACTIVITY Sta bility: Stable Incompatibility: Portland cement reacts with water to produce a caustic solution, pH 12 to pH 13. Wet concrele is alkaline. As such it is incompatible with acids, ammonium salts, and aluminum metal. Aluminum powder and other alkali and alkaline earth elements will react in wet mortar or concrete, liberating hydrogen gas. Concrete dissolves in hydrofluoric acid producing corrosive silicon tetrafluoride gas. Silicates react with powerful oxidizers such as fluorine, chlorine. trifluorides, and oxygen difluoride. Hazardous Decomposition: Will not OGGur. Hazardous Polymerization; Will not occur. .SECTION.,. HANDLING ANDSTORAGE.. Normal temperatures and pressures do not affect the material. Promptly remove dusty clothing or clothing which is wet with concrete nuids and launder before reuse. Wash thoroughly after exposure to dusl or wet cement mixtures or fluids Ready Mix Concrele is premixed at a planl or in a truck mixer drum and delivered to the end user in semi-fluid state ready to be placed to set in final form. ,.-.... SECTION 8 . EXPOSURE CONTROLSIPERSONAL PROTECTION. Eye Protection: Safaty glasses with side shields, or goggles, should be worn when engaged in activities where cement dust, wet cement, or concrete could contacl the eye. In eXlremely dusty environments and unpredictable environments, wear unvented or indirectly vented goggles to avoid eye irritation or injury. Contact lenses should not be worn when working with ready mix concrete or fresh concrele products. Skin Protection: Prevention is essenliallo avoid potentially severe skin injury. Avoid contact with unhardened (vlel) concrele products. If contact occurs, promptly wash affected area with soap and water. Wear impervious clothing and gloves to eliminate skin conlact where prolonged exposure to unhardened ready mix concrele products might occur. Wear boots that are impervious to water 10 eliminate foot and ankle exposure. If standing in wet concrete rubber boots must be worn 10 prevent injury Wet concrete may splash into open boot lops and saturate socks and remain in contact for a lengthy period of time. Prevention is to ensure that boots are fully laced up. Do not rely on barrier creams; barrier creams should not be used in place of gloves. Periodically wash areas in contact with dry portland cement. wet cemenl, or concrete fluids with a pH-neutral soap. Wash again at the end of workday. If irritation occurs, immediately wash the affected area and seek treatment. Clothing saturated with wet concrete Should be removed immediately and replaced with clean, dry clothing. Do nat allow Clothing saturated with Viet concrete to remain in amtact with skin for any period of time. .r----, Octobor 2004 Ready Mix Concrete Page 4 of 4- r---., MATERIAL SAFETY DATA SHEET Respiratory Protection: Avoid aclions that cause dust to become airborne. Use loca I or general ventilation to control exposures to below applicable exposure limits. Use NIOSHIMSHA-approved (under 30 CFR 11) or NIOSH-approved (under 42 CFR 84 after July 10, 1998) respirators in poorly venlllated areas, if an applicable exposure limit is exceeded, or when dust causes discomfort or irritation. Ventilation: Use local exhaust or general dilution ventilation to ~ntrol exposure within applicable limits. SECTioN 9.-PHYSICAL AND CHEMICAL PROPERTIES Appearance: Odor Threshold: pH (as a solid): Solubility In Water: Vapor Density: Freezing Point: Specific Gravity (H20 = 1.0): Coeff. Water/Oil Dist.: gray fluid / hydraulic mixture Nol applicable. No! applicable. No! applicable. Not applicable. r.Jol applicable. 3.15 Not applicable. Odor: Physical State: pH: Vapor Pressure: Boiling Point: Melting Point: Evaporation Rate: No distinct odor. Solid (powder). 12 to 13 Not applicable. Not applicable (i.e.,>1000oC). Not applicable. Not applicable. SECTION 10.. TOXICOLOGICAL INFORMATION r---. , Effects Of Acute Exposure: Wet concrete mixtures can dry Ihe skin, cause alkali bUms, and !rritale the eyes and upper respiratory tract. Ingestion can cause irritation of the throat. Effects Of ChronIc EXDosure: Dust from concrete can cause inOammalion/irrilation or the tissue lining the interior of the nose and the cornea (white) of the eye. SEcTlO~f11 - ECOLOGICALINFORfJlATION Ecotoxicity: No recognized unusual toxicity to plants or animals. SEcnON12., DISPOSAL CONSIDERATIONS Dispose of waste material according to local, provincial, state, and federal regulations. (Since set concrete is stable. allow material to harden). Dispose in an approved landfill. ~ October 2004 Ready Mix Concrete Page 6 of 5 ~ MATERIAL SAFETY DATA SHEET SECTION 13. TRANSPORT INFORMATION Hazardous materials description! proper shipping name: Hazard Class; Identification Number: Required Label Text Hazardous substances/reportable quantities (RO): Ready Mix Concrete is not hazardous under the TOG Act (Canada) or DOT regulations (USA). Not applicable. Not applicable. Not applicable. Not applicable. SeC:TION i14~REGli't..A fORYINFORMATION Status under USDOL-QSHA Hazard Communication Rule, 29 CFR 1910.1200: Ready Mix Concrete is considered a "hazardous chemical" under this regulation and should be part of any hazard communication program. Status under CERClAlSupe rfund. 40 CFR 117 and 302: Nollisled. Hazard CateQorv under SARA (Title III). Sections 311 and 312: Ready Mix Concrete qualifies as a "hazardous substance" with delayed health effects. Status under SARA ITitle 11/1. Section 313: ,,-... Not subject to reporting requirements under Section 313. Status under TSCA (as ofMav 19911: Some substances in Ready Mix Concrete are on the TCSA inventory list Status under the Federal Hazardous Substances Act: Ready Mix Concrete is a "hazardous substance" subject 10 s1atutes promulgated under the subject act. Status under California Proposition 65: This product contains chemicals (trace metals) known to the Stale of California to cause cancer, birth defects, or other reproductive harm. California law requires the manufacturer to give the above warning in the absence of definitive lesting to prove the defined risks do not exist Status under Canadian Environmental Protection Act: Not listed ~ October 2004 Ready Mix Concrete Page 6 of 6 ~ MATERIAL SAFETY DATA SHEET Status under WHMIS: Portland cement is considered to be a hazardous material under the Hazardous Products Act as defined by the Controlled Products Regulations and is therefore subjecl to the labeling and MSDS requirements of the Workplace Hazardous Matenals Infcnnation System (WHMIS). This product has been classified in accordance with the hazard criteria of the CPR and the MSDS contains all the information required by the CPR SECTION 16 .OTHERJNFORMATlON Other Important Information: Concrete should only be used by knowledgeable persons. Vital to using the product safely requires the user to recognize that portland cement chemically rear..is with water and that some of the intermediate products of this reaction, during the setting stage, are the cause of the hazards when handling this product. r-- While the infonnation provided in this malerial safety data sheet is believed to provide a useful summary or the hazards of concrete, as it is commonly used, one cannot anticipate and provide all of the information that might be needed in every situation. Inexperienced product users should obtain proper training before using this product. The data furnished in this sheet does not address hazards that may be posed by other materials mixed with concrete. Users should review other relevant material safety data sheets before "'larking v.ith concrete or working with products containing portland cement. No representations or v;arranties with respect to the accuracy or correctness of this information, or of any kind or nature 'l'ihatsoever are given, made, or intended by Inland Concrete Limited. No legal responsibility whatsoever is assumed for this information, or for any injuries or damages. however caused, which may result from the use of this infonnation. This infonnation is offered solely for informational purposes and is subject to your own independent investigation and verification. r--- October 2004 Ready Mix Concrete Page 7 of 7 r- Product Data Sheet Edition 10.2005 Identification no. 104 Sika AER Sika@ AER Air Entraining Admixture Sika AER admixture is a concentrated liquid solution of neutralized vinsol resin. Sika AER meets the requirements of ASTM C-260 for Air Entraining Admixtures. Sika AER can be used whenever air entrained concrete is desired. Ready- mix, precast and block producers can achieve optimum entrained air contents, even where harsh mixes are used or fly-ash is added to the mix. Sika AER is an effective and economical means to improve the paste quality of lean concrete mixes. Durability: Air entrainment is recognized as the most effective prevention against concrete scaling in exposed environments. Air entrained concrete delivers particular benefits in the form of increased concrete durability. This is important in colder climates where frost and freeze-thaw cycles can cause scaling and damage to the concrete surface. Air entraining agents help to prevent scaling by creating millions of microscopic air voids that water trapped in the concrete can expand into when the concrete freezes, thus preventing cracks caused by the natural expansion. Entrained air voids in the concrete will also increase durability in harsh environments where concrete is exposed to deicing salts, marine salts and sulfates. Workability and Placeability: Workability and placeability are also improved by the lubricating action of the microscopic bubbles in the concrete. The concrete flows better, bleeding and shrinkage is reduced because lower water content is needed for desired workability. It has been fomlulated and manufactured specifically to provide stable and predictable air contents in concrete, with uniform air bubble spacing through- out the concrete matrix. Dosage rates for Sika AER will typically fall between 0.5 and 1.5 fl. oz./100 Ibs. (32 - 97 ml/1 00 kg) of cementitious to entrain between 4 and 6 percent air. Higher air contents may be obtained by increasing the dosage rate. Dosage rates will vary depending on the air content required for a particular project. Typically air contents will be specified in the range of 4 to 8 percent by volume. Other factors that may affect the amount of air entrained into the concrete include, but are not limited to total cementitious content, type of pozzolanic materials, sand gradation, temperature and water content. Sika recommends that trial mixes be tested whenever material or any other changes are made that may affect the amount of entrained air. Packaging Storage and Shelf Life Handling and Storage Typical Data Appearance Specific Gravity Measure tile required quantity per batch manually or with automatic dispenser equipment. Add Sika AER to mixing water or sand. Do not mix witll dry ce- ment. When used in combination with other admixtures, care must be taken to dispense each admixture separately into the mix. Combination with Other Admixtures: Combination with other admixtures, particularly water reducers and retarders, will tend to increase the amount of entrained air in the mix. Air contents Sllould be checked with an air-meter after batching and dosage adjustments made at the concrete plant. Sika AER is supplied in 55 gallon (208 liter) drums and bulk delivery. Sika AER should be stored at above 40~F (5~C). If frozen, thaw and agitate thoroughly to return to its normal state before use. Shelf life when stored in dry warehouse conditions between 50~F and 80~F (10~C - 2rC) is one year. Dark Brown Yellow liquid. Approx. 1.0 Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. Avoid direct contact. Wear personal protective equipment (cl1emical resistant goggles/gloves/clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wasil skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute witl1 water. Contact a pl1ysician. In all cases, contact a physician immediately if symptoms persist. Use personal protective equipment (cl1emical resistant goggles/gloves/clotl1- ing). Witl10ut direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- dance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Sika v.Grrants this product for one year from date of installation to be free from manufacturin9 defects and to meet the technic.al pmpertieson the current Technical Data Sheet if used as directed within shelf life. User determines suitabilhy of pr<:l(juct for intended use and assumes all risks. Buyer's wle remedy shaH be limited to the purch.."'lse price or replacement of product e'(clusive of labor or oost of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKASHALL NOT BE LIABLE UNDERANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation 201 Polito Avenue Lyndhurst, NJ 07071 Phone' (201) 933-6600 Fax: (201) 933-6225 www.sikaconstruction.com Sika Canada Inc. 601, DelmarAvenue Pointe-Clairn. QC H9R 4A9 Phone: (514) 697-2610 Fax: (514) 697-3067 w,^w.sika.ca 1-800-933-SIKA .~ : . . ,. .qCHIEVEME~i. Regional Information and Sales Centers. For Ihe location of your nearest 8*" representative, contact your regional center. U.s. : North East R"!,Jion: Fairless Hills, PA, Phone: (215) 295 -5600 N<>rth Central Region: Marion, OH, Phone: (800) 851-1545 S<>,rth East R"!,Jion: Conyers, GA, Phone: (770) 760-1300 S<>uth Central Region: Mesqu.e, TX, Phone: (972) 289-6480 West-ern R-egion: Santa Fe Springs, CA, Phone: (562) 903-3650 Canada: Ontario: Mississau\)a, ON, Phone: (905) 795-3177, Alberta: Edmonton, AS, Phon,,: (780) 486-5111 Qualn-j C.rtification Numb9~: 4'ndhurrl: FM ffJ1t1 {ISO 0000), FM 73421 {'Os 9000" Marion: FM ffJ]t5, Kan€as Citf: FM &JUJ7, Santo); F9 Sprjng~: FM OO.oWa: Sika isa. re-~i,s.te.re-d tr,l~emark. M-ad.e in USflo.. Printed in USA Product Data Sheet Edition 10.2005 Identification no. 161 Plastocrete 161 Plastocrete@ 161 Water Reducing Admixture App Ii cations Plastocrete 161 is a lignin polymer-type water-reducing admixture. Plastocrete 161 meets ttle requirements of ASTM C-494 Types A, Band D. Plastocrete 161 is recommended for use in all applications where high quality concrete with superior workability is required. Plastocrete 161 water reducing admixture provides an economical and highly effective means of reducing the amount of mixing water required to produce concrete of a certain slump by acting as a dispersant for the cement particles in the mix. Through ttlis dispersing action more of the surface area of the cement particles is available for early hydration. The more cement particles hydrated by contact with the mixing water, the greater the compressive strength of the concrete. Plastocrete 161 is formulated as a Type A water reducer to allow up to 10% water reduction and maximize the benefits of increased hydration in both the hardened and plastic states. · Reduced water content required to achieve desired slump, increases compressive and flexural strengths and allows the use of more economi- cal mixes. · Improved paste quality makes concrete easier to pump and finish. · Consistent normal setting times throughout the recommended dosage. · Lower water cement ratios provide decreased permeability and increased durability. · Plastocrete 161 does not contain intentionally added chlorides and will not initiate nor promote the corrosion of steel in the concrete. Dosage rates will vary depending on the material used, ambient conditions and the requirements of a specific project. For general concreting applications, Sika recommends a dosage rate between 2-4 fl.oz./1 00 Ibs. (130-260 ml/100 kg) of cementitious materials for normal setting characteristics. Dosage rates of 4-6 fl.oz.l1 00 Ibs. (260-390 ml/1 00 kg) of cementitious materials are recommended for applications where higher water reduction is needed as well as extended workability and prolonged setting times. Dosage rates outside the recommended range may be used where specialized materials such as microsilica are specified, extreme ambient conditions are encountered or unusual project conditions require special con- sideration. In this case please contact your local regional Sika office or Sika technical service department at 1-800-933-7452 for further infon11ation. Packaging Storage and Shelf-life Typical Data Appearance Specific Gravity Plastocrete 161 is added at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the water line at tfle batcll plant or to the mixer at the end of the batching cycle. Combination with other Admixtures: Plastocrete 161 works effectively as a single admixture or in combination with other admixtures in tile Sika System. When air entrained concrete is specified, Sika recommends the use of Sika air entraining admixtures. When used in combination with other admixtures, care must be taken to dispense each admixture separately into the concrete. Do not mix with dry cement. Plastocrete 161 is supplied in 55 gallon (208 liter) drums and bulk delivery. Plastocrete 161 should be stored at above 40"F (5"C). If frozen, thaw and agitate thoroughly to return to no011al state before use. Shelf life when stored in dry warehouse conditions between 50"F and 80"F (1 O"C - 27"C) is one year. Dark Brown liquid Approx. 1.2 Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. Avoid direct contact. Wear personal protective equipment (chemical resistant goggles/gloves/clothing) to prevent direct contact witll skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms persist. Use personal protective equipment (chemical resistant goggles/gloves/ clothing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in ac- cordance with applicable environmental regulations. Handling and Storage KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION SiY.a warrants this pro-duct for one year from date of installation to be free from manufacturing defects. and 10 meet the technical properties on the current Technical Dab Sheet if used as directed within shelf life. User determines suitability of produc1 for intended use and assumes all risks Buyer's sole remedy shall be Nmited to the purchase price or replacement of product e.'(clusNe of labor or CQst of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKASHAlL NOT BE LIABLE UNDERANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTL"'L DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation 201 Polito Avenue Lyndhurst. NJ 07071 Phone' (201) 933-8800 Fax: (201 ) 933-6225 WW>N .si kaconstruction.c c m Sika Canada Inc. 601, Delmar"'""nue Polnte-ClailB, QC H9R 4A9 Phone' (514) 697-2610 Fax: (514) 697-3087 w\'.w.sika.ca 1-800-933-SIKA -- : . . ,. .qCHleVEME~'"\ Regional Information and Sa~:;s Centers. For the location of your nearest Sil<a representative, contact your regional center. U.s.; Narth East R"Ilion; Fairless Hills, PA, Phon",: (215) 295 -6600 North Central Region; Marion, OH, Phon",: (800) 851-1545 SOldh East R"Ilion; Cony",rs, GII, P'"n",: (770) 760-1300 SOldh Central R"'gion; Me"q",,,,, TX, Phon",: (972) 289-6480 W",stern Region; Santa Fe Spring", CA, Phon",: (562) 903-3650 Canada; Ontario; Mississauga, OI.J, Pmn",: (905) 79S.31ii, Alberta; Edmonton, AS, Phon",: (780) 486-6111 Qualit-j C.rtificatior; Numbers: ~ndhurrl: FM ftJ11t {ISO 0000), FM 73421 {CIS 9OO1J,. Marion: FM m15, Mnsas Cjt':/: FM ~107, Santa F. .springs: FM ro,wS Si!<a an.J Plasctocrete are ~ istereod trJ<lernarks. Made in Us.~. Print~ in USA. Product Data Sheet Edition 10,2005 Identification no. 100-54 Plastiment Plastiment@ Water Reducing and Retarding Admixture Plastiment is a water-reducing and retarding admixture. Plastiment meets tile requirements of ASTM C-494 Types Band D. Plastiment is recommended for use wilen ever l1igl1 quality concrete witl1 pre- dictable and controlled set times is desired. Use in flatwork and horizontal or vertical slipform placements where a superior surface finisl1 is required. Plastiment is higl1ly effective in 110t weatl1er concreting to offset tile accelerat- ing effects of higl1 ambient temperatures by slowing tile hydration reaction and controlling the hydration l1eat. Concrete workability is enl1anced and a supe- rior surface finish is obtained. In mass concrete pours Plastiment controls temperature rise and reduces tile risk of thermal cracking. · Initial set times are delayed, allowing time for proper placement and fin- isl1ing witl10ut cold joints in hot weatl1er conditions. · Plastiment increases concrete density and delivers increased early and ultimate, compressive and flexural strengtl1s. · For flatwork applications Plastiment acts as a finisl1ing aid, workability is improved, bleeding is controlled and a superior surface finish is obtained. · Lower water cement ratios provide decreased permeability and increased durability. · Plastiment can be used to retard concrete during tile 110t weatl1er con- creting. Refer to ACI 305R Hot Weather Concreting for more information. Plastiment does not contain calcium chloride or any other intentionally added cl1lorides. Dosage rates will vary depending on the material used, ambient conditions and tile requirements of a specific project. For general concreting applications, Sika recommends a dosage rate between 2-4 fl. oz./1 00 Ibs. (130-260 ml/100 kg) of cementitious materials. Where extended retardation is required dosage may be increased. Dosage rates outside the recommended range may be used wtlere specialized materi- als sucl1 as microsilica are specified, extreme ambient conditions are encoun- tered or unusual project conditions require special consideration. In this case please contact your local regional Sika office or Sika technical service department at 1-800-933-7452 for furtl1er information. Packaging Storage and Shelf-life Handling and Storage ,--... Typical Data Appearance Specific Gravity Add Plastiment at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the water line at the batch plant or directly into the concrete at the end of the mixing cycle. Combination with other Admixtures: Plastiment works effectively as a single admixture or in combination with other admixtures in the Sika System. When used in combination with other admixtures, care must be taken to dis- pense each admixture separately into the mix. Do not mix with dry cement. Plastiment is supplied in 55 gallon (208 liter) drums and bulk delivery. Plastiment should be stored at above 40"F (5"C). If frozen, thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions between 50"F and 80"F (1 O"C- 27"C) is one year. Flourescent Green Brown liquid. Approx. 1.2 Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. Avoid direct contact. Wear personal protective equipment (cl1emical resistant goggles/gloves/c1otl1ing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated c1otl1ing and launder before reuse. Eyes: Hold eyelids apart and flush thorougl1ly with water for 15 minutes. Skin: Remove contaminated clotl1ing. Wash skin tl1oroughly for 15 minutes witl1 soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a pl1ysician. In all cases, contact a physician immediately if symptoms persist. Use personal protective equipment (chemical resistant goggles/gloves/cloth- ing). Witl10ut direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- dance with applicable environmental regulations. KEEP CONTAINER TIGHILY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Sika Warrants this product for one year from date of installation to be free (rQlll manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed wkhin shelf life. User determines suitabifity of proouct for intended use and assumes all risks Buyer's sole remedy shall be Wmited to the purchase price or replacement of product exclusive of labor or <<:1St of labor. NO OTH ER WA.RRANTIES EXF RESSED OR 1M F LI E 0 SHALL A.F FLY INC LUDING ANY WARRANTY OF ME RCHANTAB ILITY OR FIT NESS FOR A FARTICULAR FURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SFECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESFONSIBLE FOR THE USE OF THIS FRODUCT IN A MANNER TO INFRINGE ON ANY FATENT OR ANY OTHER INTELLECTUAL FROFERTY RIGHTS HELD BY OTHERS. Sika Corporation 201 Polito Avenue Lyndhurst, NJ 07071 Phone: (201) 933-8800 Fax: (201) 933-6225 'MNW .si kaconst ru eti 0 n.c c m Sika Canada Inc. 601,DelmarAvenue Pointe-Claire, QC H9R 4A9 Phone: (514) 697-2610 Fax: (514) 697-3087 www.sika.ca 1-800-933-SIKA .i~ : . . " -4CI-(IEVEME~~ Regionallnformaticn and Sales Centers. For the location of your nearest Si~,a representative, contact your regional center. U.s. : North East R"!Jion: F~irl""" Hills, PA, Phone: (215) 295 -6600 North Central Re9ion: Marion, OH, Phone: (800) 851-1545 Smdh East R"!Jion: Conyers, GA, Phone: (770) 760-1300 So"'h Central Re9ion: Mesqu.e,lX, Phone: (972) 289-1)480 Western Re!;jion: Santa Fe Springs, CA., Phone: (562) 903-3650 Camda: Ontario: Mississauga, ON, Phone: (905) 79~3177, Alberta: Edmonton, AS, Phone: (780) 486-1)111 Qu~rityC.rtifi~:idion Numb9~: Lyndhurrt FM ro?I' {ISO !)iJOO" FM ?{l.t.21 {CS9000" M~r!on: FM fm15, Kan~::o: City: FM 00167, Sanbl F. Spring~: FM ro.ws Sika and Plastim.ent are r-:::-gist.ere-j trademarks r'J1~.de in USA. Printed in USA. .r--- JOHNSON COUNTY PIPE~ INC. An American Owned Cl>mptmy June 25, 2008 CERTIFICATE OF CONFORMANCE KCK Utility Construction Inc. 103 N. Allen Drive Allen, TX 75013 ~ Re: The Chateaus of Coppell Coppell, TX 18" Through 60" Class 3 Reinforced Concrete Tongue & Groove Pipe 18" Class 4 Reinforced Concrete Tongue & Groove Pipe This is to certify that the reinforced concrete pipe meets or exceeds the requirements of ASTM specifications Cl6, C506, C50l, C655 and precast concrete box culvert meets or exceeds the ASTM specifications for C1433-03 (and/or C789-98 or C850-98) for the class or D-Ioad of the pipe manufactured by Johnson County Pipe, Inc. for the above referenced job. ~~- Bruce Jo nson Project Coordinator r---. 800 CR 209, POBox 1588 Alvarado, TX 76009 (817)783-3444 fax (817)783-6002 2'd .. ... 2009E8LL18 ad1d h~unoJ uosu4or Wd20:v 8002 60 lnr r--. Johnson County Pipe, Inc. MATERIAL SAFETY DATA SHEET for Johnson County Pipe ~$ecti();ll:- Product and Company Identification' . - - ~ -- . . . . . Materialldenti Manufacturer's Name: Johnson Count Address: 800 CR.209 Alvarado TX 76009 Emer ency TelePhone N.umber: (817) 783-3444 Telephone Number for Information: (817) 783-3444 ;S~ftti(Jn U :-Jiaza rdous Ing~edientslldentity .Information > ." _ : Hazardous Components OSHA . (Chemicalldelllily/Common Names) No. PEL Quartz (Si02) 10mg/M3 (as free Crystalline Silica) %S102 + 2 ACGIH TLV MSHA PEL % - Se>~tion III ~ Physical/Chemical Characteristics _ Boiling Point . N/A N/A N/A Not Soluble Specific Gravity (H20 = 1) Meltin Point Eva oration BU~cetate = 1) NfA N/A N/A r---. Stability: Unstable Stable X Incompatibility (Materials to Avoid): None Conditions to Avoid: None Hazardous Decomposition or Byproducts: None Hazardous Pol merization:Not known to occur yes result in release of dust particles which ma cause minor irritation of the r--- Chronic Effects: Result in lung disease (Silicosis) if exposed to excessive amounts for prolonged periods. Page 1 of 2 E"d 2009E8U. r 8 ad~d h~unoJ uosu40r W895:8 8002 52 unr ~ ,Section VI - Healt~ Hazard Data (continued) ..' _ Carcinogenicity: NTP IARC Monographs OSHA Regulated no no no toms of Exposure: Irrl~!lon of the eyes and nose, shortness of breath. Medical Conditions Generally Aggrava1ed by Exposure: Pre-existing rung disease such as Emphysema or Asthma. Emergency and First-Aid Procedures: Eyes: Flush eyes generously with water for 15 minutes. If irritation persists, contact a physician. Inhalation of Dust: Remove exposed person to fresh air and support breathing as needed. Consult a physician immediatel Steps to Be Taken In Case Material Is Released or Spilled: Sweep up and discard. , ~2_~~_I?J.sposal Method: Dispose of as com mOl! waste. Precautions to Be Taken in Handlin and Starin : None Resiratory Protection: NIOSH a proved particulate res irator. Ventilation: Local Exhaust Other: .---.. Skin Protection: Mechanical (Generall.Jn confined area. . Special: . . . I Ey~ Protection: Tight fitting2afetl..9ogg/es. Other Protective Clothing or Equipment: None WorklH gienic Practices: N/A Disclaimer: The information contained In this Material Safety Data Sheet is based on technical data that the company believes to be accurate. ~ Page 2 of 2 v.d 2009EBl.l.IB ad~d h~unoJ UOSU4or W81.S:B B002 S2 unr .------- -I o z G) ,C m m I~ ()) 0 0 C) ;;0 N 0 .re iJ 0 co 0 >< (Jl (Xl ()) )> <" Ql iil .------- 0- S' G) ><! :::u --.j 0 0> 0 0 0 ",. < ()) m - -..j m 1 --.j eX> Z ('..>. I 0 ('..> ~ ~ ./lo. Dl' x 0> ..... --.j I --.j 0> ('..> en 0 0 N ~ c Ef CD :::I !II 0' j i :E 5' S' :;t. 0 r- =r r- (1) III c:: :J is'' CIl CIl 0 .. ::J' to CD m ~ 0 iii' s> CD :J ~ p.. ~1J ~ ~ I ;U .... ~ ;U (J) m d > ","'tl ..... - ~ en :::E en m '" ..... ~ ;0 o 1'.)0 OJ o s> OJ m I'.) c s> C- O z )> -L -I (J) )::0 L of (j) en r. m T )> s: Cf) r-- OJ r -< S'd o s> 2009E8LL18 ~~~~~~~~~~~~~~~~~~ en N O>())-..j-..j~~(Jl~~~WWc-..>WNNN~m ~~w~ ~ ~~ w~~ w~~> ~~~~ N N~ ~N~ ~N~~ "'eX>~~O>(Jl(Jl~~WWWNNN"""" O./lo.~O~~""'(JlN~(JlN"'(JlN"'O> - N en ~~~~~~~~ ~~~~~~~~m .........W())~O>N()) CX>O>O>())())())~N O)o)N "'Q)-..j-..jO>(Jl(Jl~~c-..>WWWNNN- ....~Q)No)roWO)W~o>wO~./lo.O~ ~=......... W -(Jl--..j-..j(JlW w_w m~~N ~ ~~~~~~~ ~Nm ~O> """I " 0 wwmW~N~~~~~~~~~~~ Z ~ ~ ~ ~~~~ ~Q ~~~~ ~~~~~~~~~~W~~C ~w~~ ~~~~~~~~~Nm.<m NO) 0) 0> 0l0)0)0) m Z o O>O>(Jl(Jl(Jl~~~WNWWWW~NN .... .......... ......... .....~............ W-....~ ~ ~~ ~k. ~~~~~ ~~~ N . ~~~~~~~~ww~~~~~~~o <:) OOOOwc.ooo ~.j>o.N~01N .~OOOO oOW.....W...o qq....<::.!~~ 0l~1',1~~ ~~~~ ~Q)-..j--.jO>(JlO1./lo../lo.WWWNNNN..... ....~~.....~()).....(JlNO>(JlN"'o)WOO>(J) (Jl(Jl(Jl (Jl....~W.........('..>~W......... Wm ~W~ ~~~~~~~~~~~ ~N 0> NO> ~~~~~~~~t~~~~~~~~ ~~~W ~W~~~~~~~~~ ~ ~~~~ ~~~~~~~~~~~ N .j>o.NN (Jl(Jl~.j>o.W('..>WNNNNNN................... N..... ~.... ........... cnQ ~~~ ~~~~~~~~~~~~~~~ ~~~ ~())mm())~~mm~~N()) 0 o < m m z c O>O>(Jl(Jl(Jl./lo..j>o.~WNc-..>Wc-..>c-..>NNN ~ ~~ ~~. ~~~~ W~~~ ~ NN N~ ~NN~ ~N~N N ~~~~~~~~~~~ ~~~~~ ~~~~~~~~~~~~~q~~~o NNOON~N......NN(Il .O.....OOCA 0 o::!<J:!-J~~~~~CJ:l<J:!~ ~o:~"':!..... OW~-..j~o)01(Jl~.j>o..j>o.W('..>WNN~ .....~-..j~N(JlQ)~-..j~O~WO~WW ~~ ~ ~ ~ ~m ~NN N fJ N N 'N (Jl(Jl(Jl(Jl-WWc-..>(Jl(Jl(Jl(Jl_.....~~- ~~~~~m~~~~~~~~~~~ 0l0>0)0l ~~~ww~w~~~~~~~~~~ ~~~~~~~~~~~~~~~~~ 0) Ol 0> '0" '.. "..' (s. .~. !'.O . ~. (') '0' f~' . .' i~. · .. ~l! ~ [/l ~ p o 3: m z (J) o z fJ) o - ;;0 o ."'0 C- O Z -I (J) >)- tf)cn ... tf) -< c... )-Q l/)Z N -l ad~d ~~unoJ UOSU40r WULS:8 8002 S2 unr Standard Joints and Gaskets Page 1 of2 r---. ~ Standard Joints and Gaskets Product Description The shape and material used to produce standard joints and gaskets is based on specific applications. The most frequently used gasket materials include polyisoprene and oil resistant neoprene. Standard gasket stlapes include round O-Ring and truncated D-Ring joints. Custom shapes are manufactured to meet specific project standards and requirements. Uses/ App lications Standard joints and gaskets are used in concrete pipe projectso Specifications r---. ASTM C 478 standard specifications for precast reinforced concrete manhole sections AASHTO M 199 standard specifications for precast reinforced concrete manhole sections ACI Standard 318 building codes, requirements for reinforced concrete ASTM C 478 standard specifications for precast reinforced concrete manhole sections AASHTO M 199 standard specifications for precast reinforced concrete manhole sections ACI Standard 318 bUilding codes, requirements for reinforced concrete Complementary/Accessory Products Other specialty materials can be used to make Rinker Materials gaskets when specified. Product Technical Information Product Drawing ,,--... Tools exist for this product Where to Purchase http://www.rinkermaterials.comIProdsServices/C9ncretePipe/CP _ StqJ ointsGaskets. shtml 6/9/2006 Sod 200SI::8l.l.18 ad ~ d F\~uno:J UOSU4or--------W~:;Il.S: 8 8002 S2 unr ( ~ I ~ ~ Cd ~ Concrete Pipe Division Gaskets O-Ring Profile Profile Uses Stonn drains, culverts, stann sewers and sanitary sewers. Specifications ASTM C 361 Standard Specification for Reinforced Concrete Low-Head Pressure Pipe. ASTM C 443 Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets. A WW A C 302 Reinforced Concrete Pressure Pipe, Noncylinder Pipe. The Concrete Pipe Division uses a wide variety of gasket materials and shapes for the various products manufactured. The material can vary from the standard isopropylene to oil resistant neoprene and various other specialty materials. The shapes can vary greatly depending upon application, from the round 0- Ring, to various profile shapes. Special shapes can also be obtained to meet varying application requirements. Rinker 025 2009E8U. I 8 ~~Jd ~~uno~ uosu4or W8~5:8 8002 52 unr ~q/~6/2B66 13:24 r""' 1 753676.03 CELTA PIPE 1752 PAGE 1:12 . . INS Al.LATION GUIDE ~ CMNI-FLEXGt oft H, ELLIPTICAL & ROUND PIPE I Slip gasket over tdng e and position It against ~hDulder as shoV"n (a). Couple up. i r:"'~~l"--"'" r----:::T.....-r'lI ,,~,'; ,.,. '11; "'<'-.;' '':-.,- ')"I"'~'~::j i- '. ;. ...... '.~. "t\t ",-' · j I~~~,~.;,~.~~~~:~~~\I) I ~./~~) hi~.I- ~",.it.' ,.! /.':". .( ',', -,,", ~, .. .!, ~.i "'tJ' I.. 1""1,.,,..\. .J '.1 .-'I~ :',' _ , ,,41. _: >. -:'.:. ',: ~ '; ~ I -." ~ . tF1.;tl~ . t';:;~"_'():I':)-~~j-;:~ ~~J .....:'0. ' I-.,......::..->LJ~ ...._,~~_ ., p,i''''~:n-~"7--9 ~J~ , '.;,....: .'\~"".. ~.-;,; ","; ,'.'('1" ~,_1-:1_ tlr~,.~~II~ - . - " ' '.,' , . "~,., ','1 j' 1 ... "'.'f 'k -.,.. ,'"..,:rv,\..,) " ":. ~".fjl !tf~;'.~;~~~;'2~/:~~:.' .,;~.'f.~l{. i "j ..~., ~.":".'. :.o...~.f ". J ,.~".. ,,"j ,',.4",."]. C I '1,:,;~,~:It;Hiq\:~'~r~'I~. ~ I,. .... I . .... ~.__..~..,,- .f "'J. .)1 1<';'; >';'(r.'!ilf,'i.'~:;iil .("--- -'. --'-..~ L,., .,.:-...;~~.-.-t...:...:~"...J...s...1 , WARNING: OMN.-F EX" co'ntalns thousands! of rtIbl:ierized air cells, which. may' r--... loose their effectiveness!f crushed. It Is cruclat- to' maintain the joint gaps. I . ; I below: f '. i i Plae,a gasket on 10ngue 'or ~st 1o(JIII'l'lffnl) rGSistance. i "OUTER.JOINT ~p- applies i GASKET SJZESAS 'RJNTED 9N PARTe 3/8" x 3/8" 1/2" x 3/8" 3/4" x 3/8" 1/2" x 112" 3/411 x 1/2- 7/8" x 1/2" 1.;1/81 'x 1/2" 112" x 3/4"' . 5/8" x 3/4" 3/4- x 3/4. r . ! 7/8" x 3/4" ;' 4" 1-5/8- . ~ Smaller 'gaps ~~y bl re I fJi;ed for IJuld !. . ~ pALLASIFT WOR'(H 4614 MU( Fwy, lie. no PM WOl1ll. TX '61111 PH: 117.$31i.~2f4 F,o,}(: 8f'1 -535-7003 . 8'd [, GAP RANGE) * MAX.. 314" .7/8" 1" 1-1/B1 1~1/4" 1-1/4" 1-3/6" 1-1/211 -' 1-1/2" 1-5/S" OUTER JOINT GAP -l1r- Plaoe gbkelln groove for bnt ~%flltrJlfjrm resJS1811CEl. . ! "INNER JOINT CAfj'" applies ~ DELTA PJ.PE PRODUCTS . ATLANTA 1t1V Olllffu'ol1lf PflwY. ' O."';ViU6. GA :10507 PH; 77O-ne.HOJ I"AX: 770-71 !-f851 2009E81.1.18 ad~d ~+unoJ uosu40r W~8S:8 8002 S2 unr