Document e7yxZJeQaLvnbYnKQmbzgOOwE

(hsunomdSm) ans,msTM D 2680 - 78' AMERICAN SOCIETY FOR TESTING AND MATERIALS 1916 Race St. Philadelphia, Pa., 19103 Reprinted from the Annual Book of ASTM Standards. Copyright ASTM. If not fisted in the current combined Index, will appear in the next edition. Standard Specification for ACRYLONITRILE-BUTADIENE-STYRENE (ABS) COMPOSITE SEWER PIPING This Standard is issued under the fixed designation D 2680: the number immediately following the designation indicates the year of original adoption or. in the case of revision, the sear of last revision. A number in parentheses indicates the year of last reapproval. ` Note --A new note 2 was added editorially in October 1977. 1. Scope 1.1 This specification covers ABS compos ite pipe, joints and fittings for use in gravity, non-pressure sanitary and storm sewers, and drainage installations. Recommended installa tion practices are referenced in Appendix XI. Norr I The values slated in U.S. customary units are to be regarded as the standard. 2. Applicable Documents 2.1 ASTM Standards: C 443 Specification lor Joints lor Circular Concrete Sewer and Culvert Pipe Using Rubber GasketsD 648 Test lor Deflection Temperature of Plastics Under Flexural LoadJ D 883 Definitions of Terms Relating to Plastics5 * D 1600 Abbreviations of Terms Relating to Plastics5 D 1788 Specification for Rigid Acrsloni- mle-Butadiene-Surene lABS) Plastics* D2I22 Determining Dimensions of Ther moplastic Pipe and Fittings' D 232 I Recommended Practice for Under ground Installation of Flexible Thermo plastic Sewer Pipe* 3. Classification 3.1 Two basic types of joints are covered in this specification as follows: 3 l.l Type SC is a solvent-cemented joint in which pipe solvent cements into a coupling socket to form the joint closure. 3 1 2 Type OR is a mechanical-seal joint in which a gasket is compressed between pipe and a belled coupling to form the joint clo sure. 4. Definitions 4.1 General--Definitions are in accordance with Definitions D 883 and Abbreviations are in accordance with Abbreviations D 1600 un less otherwise indicated. The abbreviation for acrylonitrile-butadiene-styrene is ABS. 4.2 ABS composite pipe -- two concentric thermoplastic tubes integrally braced across the annulus, and with resultant annular space filled to provide continuous support between inner and outer tubes. 4.3 acrylonitrile-butadiene-styrene (ABS) plastics -- plastics containing polymers or blends of polymers or both in which the mini mum butadiene content is 6 percent; the mini mum acrylonitrile content is 15 percent; the minimum styrene or substituted styrene con tent or both is 15 percent; and the maximum content of all other monomers is not more than 5 percent, plus lubricants, stabilizers and colorants. 4.4 Fittings are defined as lee or wye connections suitable for assembly to house or building sewers. 5. Materials and Manufacture 5.1 The pipe shall be extruded from ABS material and combined with the other compo nents) which contribute to the internal brac- This specification is under the jurisdiction of XSTM Committee F-17 on Plastic Piping Systems and is ihe direct responsibility of Subcommittee F17.62 on Sewer Pipe Current edition approved Jan 30.1976 Published March 1976 Originally published as D 2680 - 68 T Last previous edition D 2680 - 74 1 Annual Book of ASTM Standards. Part 16 * Annual Book of ASTM Standards. Part 35 1 Annuat Book ot ASTM Standards. Part 34 1 CTD014924 0 2680 ing of the double walls. 5 2 Joints and fittings, as shown in Figs. I and 2. shall be molded or fabricated from materials described in Section 6. Joints and fittings mas be factory-attached to pipe or furnished loose at the option of the purchaser. 6. Composition 6.1 The thermoplastic material shall be a virgin rigid ABS plastic and shall conform to the requirements of Specification D 1788 for cell classification 2-2-3. Clean, rework ABS. generated from the manufacturer's own pipe extrusion, joints, and fittings. ma> be used b> the same manufacturer, provided that the pipe produced meets all the requirements of this specification. 6.2 The other component shall be Portland Cement Perlite Concrete or other inert filler material exhibiting the same degree of per formance. which essentially fills the truss an nulus to form a composite pipe which meets the requirements of this specification. 6.3 Gaskets shall conform to Section 3 of Specification C 443. 6.4 Primer for priming solvent cemented joints shall be MEK (methyl ethyl ketone) and the cement shall be MEK containing a mini mum of 20 weight percent of dissolved ABS as described in 6.1. The cement viscosity, when measured in accordance with Method D of Method D 1084 at 21 to 23C (70 to 75F) with a No. 5 Zahn cup. shall fall within a range from 60 to 80 s. The solids content of the cement shall be measured in accordance with Method D 2235. 7. Physical Requirements 7.1 Stiffness and Deflection-- Pipe tested in accordance with 10.3 shall deflect at least 7.5 % without rupture of either inner or outer wall. The computed pipe stiffness at 5 % ver tical deflection shall equal or exceed 1.38 MPa (200 psi) for each diameter. Note 2-The 5 % deflection criterion, which was arbitrarily selected for testing convenience, should not be considered as a limitation with respect to in-use deflection. The engineer is responsible for establishing the acceptable deflection limit. 7.2 Acid Conditioning-- Pipe shall meet the requirements of 7.1 after conditioning in acid in accordance with 10.4 Note 3--The test in 7.2 is not for use as simu lated service or quality control test. 7.3 Pipe joints. Type SC or OR. and fit tings attached to pipe, shall show no signs of leakage when tested in accordance with 10 5. Note 4 --This test is intended only for use as a quality control test, not for use as a simulated serv ice test 8. Dimensions 8.1 Diameters and Thickness- The pipe shall conform to the dimensions and toler ances shown in Table I. when measured in accordance with 10.6.1 and 10.6.2. 8.2 Length -- Pipe shall be furnished in standard 3.82-m (l2'/.-ft) lengths with a tolerance of -25 mm (-1 in.), when meas ured in accordance with 10.6.1. There is no limit for plus variation. Other lengths may be provided, if agreed upon by the purchaser and the seller. 8.3 Straightness -- Pipe intended to be straight shall have a maximum deviation from straightness of 4.85 mm/m ('/.6 in./ft) of length, when measured in accordance with 10.6.1. 8.4 End Squareness-- Pipe ends shall be cut square to the longitudinal axis as provided in Table 2. when measured in accordance with 10.6.1. 8.5 Joint couplings shall conform to the dimensions shown in Table 3 when measured in accordance with 10.6.1. 8.6 Fittings, as illustrated in Fig. 2. shall have spur socket dimensions conforming to Table 4 when measured in accordance with 10.6.1. The spur socket shall be suitable for attaching to Solid Wall ABS house or build ing sewer pipe or adaptors for other pipe types. 9. Workmanship 9.1 The inner and outer surfaces of the pipe, joints and fittings shall be homogenous throughout and free from visible cracks, holes, foreign inclusions or other injurious defects. The pipe, joints and fittings shall be as uni form as commercially practicable in other physical properties. 10. Test Methods 10.1 Conditioning--Cond'lion the test spec imens at 23 2 C (73 4 3.6 F| and 50 * 5 percent relative humidity for not less than 40 2 CTD014925 0 2680 h prior to lest in accordance with Procedure A of Methods D 618 for those tests where condi tioning is required. In cases of disagreement, 'he tolerances shall be I C I 1.8 FI and 2 percent relative humidity. 10.2 Test Conditions--Conduct tests in the Standard Laboratory Atmosphere of 23 2 C (73.4 3.6 F) and 50 5 percent relative humidity, unless otherwise specified in the test methods or in this specification. In cases of disagreement, the tolerances shall be I C (it 1.8 F) and 2 percent relative humidity. 10.3 Stiffness and Deflection: 10.3.1 Test three 150-mm (6-in.) long speci mens cut from each sample using the appara tus described in Method D 2412. Compress the specime.n to record the load Jl 5 percent \ertical deflection and to record the vertical deflec tion at rupture of either wall. 10.3.2 Calculate the percentage vertical deflection as follows: Vertical deflection, perceni = (Ai /Nominal ID) X 100 where Ar = vertical deflection of the inside diameter. Both ID and Ac must be in the same units. 10.3.3 Calculate the pipe stiffness at 5 per cent deflection as follows: Pipe stiffness (PSl = f/Ai where F = load recorded at 5 percent deflec tion. Note 5-If F is expressed in newtons metre, and Ai is in metres, then PS is given in NmJ: if F is exprgs'.ed in pounds-force/inch. and Ai is in inches, then PS is given in psi. 10.4 Acid Conditioning--Completely im merse three 150-mm (6-in.) long specimens cut from each sample in a suitable vat con taining a 5 percent solution by weight of sul furic acid. Allow the specimen to remain submerged for 24 h. After removal from the acid, wash the specimen with running water, wipe with a clean, dry cloth, condition for 2 h and then lest in accordance with 10.3 within 30 min. 10.5 Joint and Fitting Tightness--Assemble Type SC joints by first applying a coat of primer to the inside of the socket and to the outside of the spigot end of pipe Without de lay. apply a coating of cement to the same surfaces in sufficient quantity that when the spigot is fully inserted into the socket, a bead of excess cement will form around' the com plete circumference of the outside juncture of the spigot and socket. Remove the excess ce ment and allow the assembly to cure for 24 h. Assemble Type OR joints by any convenient .means so that the joint components are lo cated as shown in Fig. I. It is recommended that a lubricant, such as soap and water, be used. Seal all open ends by any convenient method and apply an internal hydrostatic head of 70 kPa (10 psi) to the assembly for I h. Observe evidence of any leakage. Leakage through the inert filler shall not be considered reason for rejection. 10.6 Dimensions: 10.6.1 Dimensions -- Measure the average outside diameter by use of a circumferential wrap tape, out-of-roundness for maximum diameter, inside diameter, length, straight ness. coupling thickness, and socket inside diameter in accordance with Method D 2122. 10.6.2 Concentric Tube Thickness--Meas ure the minimum average inner and outer concentric thermoplastic tube thickness in ac cordance with Section 4 of Method D 2122. Remove the other component prior to meas urement in a manner so as to obtain clean sur faces. 10.6.3 End Squareness--Determine the pipe end squareness by placing a right angle square against the pipe outside at the pipe end and determine to the nearest 0.25 mm (0.01 in.) the maximum gap to the inside edge of the tool arm. 11. Inspection II I Inspection of the material shall be made as agreed upon by the purchaser and the seller as part of the purchase contract. 12. Retest and Rejection 12.1 If any failure occurs, the materials may be retested to establish conformity in accordance with agreement between the pur chaser and the seller. 13. Certification 13.1 Upon request of the purchaser in the contract or order, a manufacturer's certifica-. non that the material was manufactured and tested in accordance with this specification. 3 CTD014926 # 0 2680 together with a report of the test results, shall be furnished at the time of shipment. 14. Marking 14.1 Pipe shall be marked on the barrel at intervals not exceeding 1.5 m (5 ft) in letters not less than 9.5 mm ('/ in.) in height and of bold type style. The marking shall indicate the name of the manufacturer or principal sup plier. ASTM designation. ABS. and the nom inal diameter. Lettering shall be legible and permanent under normal conditions of han dling and storage. 14.2 Couplings and fittings shall be marke ' to indicate the name of the manufacturer o principal supplier. ASTM designation, and nominal diameter. Lettering shall be legible and permanent under normal conditions of handling and storage. Nominal Size, in 10 12 15 8 10 12 15 TABLE I Pipe Diwinim Outside Diameter Average Inside Diameter Average Tolerance Max Min Millimetres 229 -10 -0 4 242 298 - 1 2 302 357 -1 2 361 447 *- 1 X - t ' 452 197 248 298 375 9.41 1 1 75 14 07 17 62 > 0 <14 - 0 -3 *0 - 0 04 - 0 '>6 - 0 'is 0 'IT - 0 07 Inches 9.51 11.87 14.22 17 80 7 75 9 75 11.75 14 75 Average Concentric Tube Thickness Min Inner Mm Outer 1 52 090 1 73 0 96 2 01 1.22 2 44 1 50 0 060 0.068 0 079 0 096 0 035 0.038 0 048 0 059 4 CTD01A927 Nominal Size, m 46 8 10 i: 15 ' Saddle stubs 0 2680 TABLE 2 End Squareness Nominal Size, in Maximum Allowable Gap mm in. K 6 4 0 25 10 8 4 0 33 12 10 4 0 41 15 12 8 0 50 T4BLE 3 Coupling sod Fitting Socket Dimeosions-Tvpe SC Nominal Length Minimum Inside Socket Diameter mm in. 140 51 . 152 6 172 6 . 200 8 mm in 107 4.20 159 6 26 238 9 3b 297 II 69 356 14 00 446 17 54 Minimum Thickness at Socket Stop mm 4.19 495 in 0 165 0 195 4 S3 5.59 6 48 0 190 0.220 0 225 TYPE SC TYPE OR Compressed Gasket 5 CTD014928 SADDLE 'TEE. iSlt' D 2680 SADDLE WYE O FIC. 2 Fittings (set key on following page). 6 CTD014929 D 2680 Minimum Laying Length Dimensions, mm (in.) in. deg G, 4 stub 90 6 stub 90 G, 4 stub 45 6 stub 45 G, 3 45 90 G. 90 G. 6 stub 90 G. 90 G, 6 stub 90 G. 45 G. 6 stub 45 G, 45 G, 6 stub 45 G. 45 G. 6 stub 45 H, 45 H, 90 H, 90 H, 45 N, (b) 8 in 123(4 Vi) 106(431.) 244(9 Vs) 225(8 Vi) 9( 3/a) 57(2 V.) (a) 155(6^8) 123(4'6) 103(431.) 79(3 Vs) 292(11 '/.) 225(8 5.) 292(11 5.) 263(105.) 31(1 U) 9( '/,) 228(9) 336(13'/.) 6('/<) 10 in. 142(5 VB) 296(1 I'M.) 3( '*) 304(12) 412(16'/.) 330(13) 330(13) 533(21) 533(21) 304(12) 412(16'/.) 330(13) 228(9) 12 in 160(651.) 339(13 s-,) 401.) 304(12) 4I2(16'4| 355(14) 355(14) 581(22'.) 581(22'.) 304(12) 412(16'/.) 355(14) 276{I0V.) (a) Two 45 deg combined with a nipple make up a 90-deg 8-in. elbow. (b) Reducing bushing for 8 in. to 6 in. Reducers for other reductions from 15 in. 15 in 211(831.) 404(I5'5(.) 6('/.) 304(12) 519(20'/,.) 40606) 40606) 596(23'0 723(28'v) 304(12) 519(2051.) 4060 6) 318(12'/.) APPENDIX XI. UNDERGROUND INSTALLATION XI.I Recommended Practice D 2321 is recom mended as a guide for installing this pipe. The maxi mum size of particles used in the materials around the pipe may be 40 mm (1' i in.) without impairing the effectiveness of the installation. Soil containing ('rozen earth, debris, or rocks larger than I 1: in. diameter and soils identified in the Unified Soil Classification System as MH. CH. OL. OH. and PT should not be used as bedding, haunching. or initial backfill. Soil types M L and CL require care in place ment to ensure full pipe peripheral contact. X1.2 The procedures for placing and compacting the bedding, haunching and initial backfill materials shall be as described in the specification, except when using the allowable soils in Classes II. 111. and IV. The haunching and initial backfilling for these soils shall be placed completely under the pipe haunches and up each side in uniform layers not exceeding 152 mm (6 in.) in depth, with each layer carefully and uniformly tamped. The minimum cover for wheel or hydrohammer loads is 610 mm (24 in.). The Ahterican Society for Testing and Materials takes no position respecting the validity ofany patent rights asserted in connection with any item mentioned in this standard. Users ofthis standard are expressly advised that determination of the validity ofany such patent rights, and the risk of infringement of such rights, is entirely their own responsibility. 7 i CTD014930