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SC-Coppell MSW-SP 990727
STORM SEWER CONCRETE PIPE Wail RE: Certification for Concrete Pipe, Box Sections, and Manholes This letter is to certify tllat tile concrete products rnanutactured by CSR Wall meet the following speCifications: Reinforced Concrete Pipe A.$.T,M. C- 7(~ Reinforced Concrete Arch Pipe A.S.T.M. C-506 Precast Reinforced Concrete Box Culverts A.S.T.M. C-789 or C-850 Reinforced Concrete Manholes A.S.T.M. C-478 cerely/ - F. ~. Kumpei P, E.- ~ Subscribed to before ~ at Parls~ Texas NOTARY PUBLIC IN AND FOR LAHAR COUNTY. TX i'f~l~ NOTARY PUBLIC ~ M~ C~. Exp 05~,2~ ~ [",STL ~9'~il. 15¢;9 .S. C;hurch Telepho~e (903) 78-1 : :,. ;~'~:';: I 'TSIDE SIZE METER / (l~' · l~' eo~E o~LY in ~' · ~) TONGUE AND' GRODVE ASTM C-76 WALL B REINFORCED CONCRETE PIPE ' OUTSIDE WEIGHT PER SIZE WALL "B" DIAMETER FOOT (LBS) ,2" (~oo MM) 2" ~ ~" ~ oo 15" (375 MM) 2 1/4' 19 1/2" 130 18" (450 MM) 2 1/2" 23" 170 21" (525 MM) .~_.2 3/4" 26 1/2" 215 24" (600 MM) 3" 30" 270 27" (675 MM) 3 1/4" 33 1/2' 325 30" (750 MM) 3 1/2" 37" 380 33" '(825 MM) 3 3/4" 40 1/2" 440 36" (900 MM) 4" 44' 510 39" (975 MM) 4 1/4" 47 1/2" 565 42" (1050 MM) 4 1/2" 51" 630 45" (1125 MM) 4 3/4" 54 1/2" 760 48" (1200 MM) 5" 58" 865 54" (1350 MM) 5 I/2" 65" 1050 60" (1500 MM) 6" 72" 1300 66" (1650 MM) 6 1/2" 79" 1520 72" (1800 MM) 7" 86" 1800 78" (1950 MM) 7 1/2" 93" 12130 .84" (2100 MM) 8" 100" 2660 96" (2400 MM) 9" 114" 3565______ WALL CONCRETE IPE CO., INC. 1569 South Church; Paris. Texas 75460 (903)784-8652 Fax (ii03)7§5-289g Sent By:, CSR WALL; 903 785 289g ; Dec-2-gg 13:09; Page 2/2 C,-Sa0 REINFORCED CONCRETE ROX CUI,VERTS ................. C') "'"-..., ! 4 - :~ I/4" 1.11;"1' HOLES / "-....... RISE. ! ............... 16~o Ihs ~" r a' 7" 8' 10' x G' (3000 MM x JGO0 NM) (1~0 MM K Oo; xe) l~e 0" '~ ~ '~ 8' Jo' z ~' (3000 MM z 2100 N~) (1~ MM x I~ U~) ~3~ lb. a" 7" ~ ~ 6' IO' x V' (t~UO0 MN x ~tO0 ~) '5~ U,NI ~t)', in" JO' iff " .......................................... WALL CONCRE"I"E ?IPE CO., INC. :6dO S~utb ~t,u,'eh; Fari~. TexB. 75~0 ~(903}'/84-865~ r~ {908}785-~B~9 STORM SEWER CONCRETE PIPE JOINT MATERIAL FLEXIBLE P.' ASTIC GASKETS II/"~IVI IVL. I% SINGLE GASKET. METHOD for sealing reinforced concrete culverts, torm drains & sewer pipe. SINCE 196S THIS BULLETIN.DESCRIBES A. PLASTIC GASKET MATERIAL THAT MEETS HUNDREDS OF CITY, COUNTY, STATE AND FEDERAL SPECI.' FICATIONS, ALl. OF WHICH ARE BASED ON MORE THAN TEN YEARS OF SUCCESSFUL, PROVEN FIELD PERFORMANCE. ,.... · :i" '.*,'-.: .'.-.'..":" - ~::~' ' RAM-NEK® Primer, ~?.,. ":'-':.'L'.: .' ...... ' ...."~ when needed The ON~i'HF,-BANK FABRIC, AT[ON d' · RA~f.NEK· joinL '[Wae ~r. et~b able h intended only to represent Ute ~ ,f~ pt~j~at. =. du~.t ~ ~trer ~- Slmpe= and'Send~e ': '! '::" . RAM-NEK® Primer may not be required, but/t/s recommended. MINIMUM INSTALLATION REQUIREMENTS':'(SingleGasket)' TRENCH CONDITION -- Conditions in the sewer PIPE ALIGNMENT- Care shall be takento properly trench shall be such that pipe jointing can'be accom- align the pipe .before.jointsare forced home;..During~, plished without getting mud, silt, gravel or' other insertion of the .tongue, the pipe shall.be Pa~ia]!Y~: .: foreign material into the joint. In general this means supported by the crane'to maintain'~concent[i.ci~:~-'. that the trench shall be adequately dewatered, with a until the plastic gasket is properly C°mPressedlJ~'~tl:t~:.::~':: firm bottom free of muqk.. -joint space. :~:~' ':" :/:'.:'":"!~ GASKET APPLICATION -- Apply one coat of RAM- NEKe P~imer to clean, dry joint surfaces and allow to PULL-UP OR PUSH-UP PRESSURE.- Sufficient. dry. Remove the paper wrapper from one side only pressure shall be agplied in making the joint to assure. of the two-piece wrapper on the RAM-NEK® gasket, that the joiht is home and evidence of a slight squeeze-i~.:. The outside paper will protect the gasket and assure out of the plastic gasket occurs at the outside against stretching. Before laying the pipe in the inside of the pipe joint. Backfilling can proceed as trench, attach the plastic gasket strips end-to-end to soon as jointing has been completed. the leading edg~ of the tongue or groove of each pipe joint, forming a continuous gasket around the entire , TECHNICAL SERVICE -- In the event of difficulty circumference of the pipe joint. Remove outside wrapper with the use or application of RAM-NEK® Products, prior to jointing the pipe. immediately contact the Technical Service Depart- HANDLING - Pipe handling after the plastic gasket ment of the K. T. SNYDER COMPANY, INC. for has been affixed shall be carefully controlled to avoid assistance. bumping the ga,~ket and thus displacing it or covering it with dirt or 6ther foreign material. Any gaskets so 'For the recomrdended size and quantity of strips, d' )ed shall be removed and replaced if damaged refer to the estimating guide on opposite page. ~ .epositioned if displaced. ^ssoc;^~"- RAM-NEK® Flexible Plastic Gaske(s,meet the following national specifications: · Federal Specificalions SS-S-2 !0 A, "Sealing Compound, Pre[ormed Plastic for Pipe Ioinls", Type I, Rope Form. · AASHTO Designation M-198 75 I, Type B, Flexible Plastic Caske! (Bitumen). IMPORTANT For maximum adhesion, or in cold or wet weather, it is recommended that both the RAM-NEK® gasket strip and . *** the joint surfaces to be sealed be lightly torched immediately prior to application. HOW TO SPECIFY RAM-NEKe Preformed Plastic Gasket meets or exceeds all require- alkalies and saturated hydrogen sulfide) for a period of 30 days. .' mints of Federal Specifications 8S-S-210 A*, "Sealing Compound, The Sealing compound shall be produced from blends of refined ~roformed Plastic For Pipe Joints', Type I, Rope Form. Such Plastic hydrocarbon resins and plasticizing compounds reinforced with ~asket shall be equal to RAM-NEKe as manufactured by K. T. Snyder inert mineral filler, and shall contain no solvents, kdtating fumes Company, Inc., of Houston, Texas, and shall meet the following or obnoxious odors. The compound shall not depend on oxidizing, requfrements, evaporating, or chemical action for its adhesive or cohesive strength. SS-S-210 A, (3.4 AOHESION & HYDROSTATIC PRESSURE). The It shall be supplied in extruded rope-form of suitable cross-section and sealing compound shall not leak at the joints (while being tested at of such sizes as to fill the joint space when the pipes are laid. 10 psi) for a period of 24 hours, as tested in section 4.5.2. The sealing compound shall be protected by a suitable removable (3.5 SAG OR FLOW RESISTANCE) -- vertical and overhead 1' wide two-piece wrapper. The two-piece wrapper shall be so designed that joints no sagging shall be detected (while being tested at 135°F) one-half may be removed longitudinally without disturbing the other for a period of 5 days. half to facilitate application of the sealing compound. The flexible (3.6 CHEMICAL RESISTANCE) no visible deterioration of the seal- plastic gasket shall also meet the requirements as stated in the lng compound (when immersed separately in solution of acid, following table: Bitdmen (petroleum p'lastic content) I ASTM D 4 ! 50 70 Ash-Inert Mineral Matter I ~ AASHTO T 111 I 30 50 Volatile Matter ASTM D 6 -- 2.0 Specific Gravity @ 77°F · ASTM D 71 1.20 1.u~ Ductility (~ 77'F (cm) ASTM D 113 5.0 -- · Softening Point ASTM D 36 320'F -- Penetration 77'F (150 gms) 5 sec. ASTM D 217 50 120' 'Rash PoinL C.O.C. ASTM D 92 600°F -- · Due to the nature of the material, each sample to be tested must be manually kneaded, in lieu of heating and pouring, into various molds suggested by ASTM Standards to reduce the void content and improve testing accuracy and reproducibility. DATA SHEET AND ESTIMATING GUIDE (Approx.) $1N6LE GASKET METHOD CONCRETE CULVERTS, STORM DRAINS IMPORTANTI The suggested gasket sizes shown will generally allow visual evidence of Minimum Requirements Approximate (Tolerance ___ 10%) "Squeeze Out" after the pipes are properly Jointed, and will ",Fill the dolnt". 12~ 1.5 gals. 1% pcs. 1" x 2'6' GENERAL For use with round C-76 mortar joint pipe, modified C-443, single 15" 1.9 gals. 2 pcs. 1" x 2'6" and double offset and recessed pipe and for oval, arch, flat base. 18' 2.7 gals. 2% pcs. ' 1" x 2'6~ box and manhole pipe structures. Suitable for joints with (1) 24" 3.8 pis- 2 pcs. Tongue and groove slopes or tapers 1° to 14°; (2) Out of round uP 30" 6.?. gals. 2% pcs. lo %".and (3) Annular spice '/ts" to ~". 36" 8.5 gals. 3 pc~ 1%'x 2'6' DIMENSIONS 42" g.5 gals. 31/~ pcs. 1%" ~[ 3'6" Gasket dimensions listed per pipe size are sized to fit most pipe 48" 12.0 gals. 4 pcs. l:~'* x 3'6" meeting the above specification and having an approximate %" wide annular space after pipe are coupled. Check these dimen- sions with your pipe. Gaskets are available to fit any specific 60" 20.0 gals. 5 pcs~ l%"x 3'6" dimensions at proportionate prices. 66" 25.0 gals- 51/2 pcs. PACKAGE 72" 30.0 gals. 6 pcs. 2" x 3'6" FLAM-NEK° Gaskets are shipped in fiber cations in straight cut 84" 32.0 gals. 7 pcs. 2~ x 3'6" lengths for easy makeup of joints with number of pieces of each 96" i 35.0 gals. 8 pcs. type listed. (RAM-NEK® is self-welding, sticks to itsell, guarantee- ing continuous sealing at laps). ~" is packed 50 pcs per carton / 1" TYPICAL RAM-HEK GASKET -35 pcs. per carton/I'A"- 28 pcs. per cation/1',6"-20 pcs. per car- · -'~ / 1 ~~ - 13 pcs. per carton / 2" - 10 pcs. per carton. Each piece is viduallywrapped in a two-piece paper wrapper for easy handling ~,, %" x 1%" .47 sq. in. 5.6 .65 lb. ,d application. 'The Commissioner, Federal S~Jpply Service, General Services 1" %" x 1W' .94 sq. in. 11.3 1.3 Ibs__...__~_ Administration, approved the Reinstatement of SS-S-210A by their 1%" %" x 2" 1.25 sq. in. 15.0 noUce of December 16, 1981. 1',5" w' x 2 ',5" 1.88 sq. in. 22.5 _ Printed copies of this notice are available upon request. · 1 ~" 1" x 3'. 3.00 sq. in. 36.0 ©19~L5 K. T. Snyder Company. Inc. All PJghts Reserved. 2" 1" x 3',5" 3.50 sq. in. 42.0 7.0 lbS. STORM SEWER CAST-IN-PLACE CONCRETE STRUCTURES LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (214) 568-4646 (Z 14)-221-46'~6 Cliartt: J. Or~ffllh Con6tmctlon Co. Mated~ls: OCanl: Type 1, ASTM C-160. Toxes-LeH~h Cement Flyash: ASTM C-818. Class C, Holnem ~ame Agg.: ASTM C-33, 1"- ~ L~i~re C~sh~ Stone Fine Agg.: ASTM C-33, La~i~m Con~ete Sand Adml~ures. ASTM C-4~, SI~ ASTM C-260 SI~ 1 Cublq Ya~ By Weight - SSD Mix No. 8tr~n~h ~ 28 Dey~ 4200 Air Cement, lbs 011 Fly ~h, lb8 0 C. Agg., lbs 10,50 Unit Wt, ~CF 148,.11 W/C RStio, ## 0.38 Fly A~h, % 0 Maximum Tamp, deg. 85 Max. 8lump, Inohes 3 Air, %~ emralnm;I 3-5 · Admixture doaage subJoot to adjustment as needed (ASTM C-94, Note 7) "Air cOntent per reoommendatlons of ASTM C-94.7 (Table 3) LattJmofe Ready Mix guarantees the above mix design will achieve the s. peolfled Itrer~.h when teat~l and evaluated In accordance with ASTM C-172, C.31, C-3g and C-94 end when the reoommended procedures for plaoeman[ end oudng outlined In ACI 305/306 are followed.