AASHTO M 170M-2015 Standard Specification for Reinforced Concrete Culvert Storm Drain and Sewer Pipe [Metric].pdf

《AASHTO M 170M-2015 Standard Specification for Reinforced Concrete Culvert Storm Drain and Sewer Pipe [Metric].pdf》由会员分享，可在线阅读，更多相关《AASHTO M 170M-2015 Standard Specification for Reinforced Concrete Culvert Storm Drain and Sewer Pipe [Metric].pdf（24页珍藏版）》请在麦多课文档分享上搜索。

1、Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe Metric AASHTO Designation: M 170M-151ASTM Designation: C76M-14 American Association of State Highway and Transportation Officials 444 North Capitol Street N.W., Suite 249 Washington, D.C. 20001 TS-4a M 170M-1 AASHTO

2、Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe Metric AASHTO Designation: M 170M-151ASTM Designation: C76M-14 1. SCOPE 1.1. This specification covers reinforced concrete pipe intended to be used for the conveyance of sewage, industrial wastes, and storm water, an

3、d for the construction of culverts. 1.2. This specification is the metric counterpart of M 170. Note 1This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength clas

4、sification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, controlled manufacture in the plant, and care that installation conforms to the construction specifications. Owners

5、of the reinforced concrete pipe specified herein are cautioned that they must correlate the field requirements with the class of pipe specified and provide inspection at the construction site. Note 2Attention is called to the specification for reinforced concrete D-load culvert, storm drain, and sew

6、er pipe (M 242M/M 242). 2. REFERENCED DOCUMENTS 2.1. AASHTO Standards: M 6, Fine Aggregate for Hydraulic Cement Concrete M 31M/M 31, Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement M 32M/M 32, Steel Wire, Plain, for Concrete Reinforcement M 55M/M 55, Steel Welded Wire Reinforcement,

7、Plain, for Concrete M 80, Coarse Aggregate for Hydraulic Cement Concrete M 85, Portland Cement M 86M/M 86, Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe M 154M/M 154, Air-Entraining Admixtures for Concrete M 170, Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe M 194M/M 194, Ch

8、emical Admixtures for Concrete M 221M/M 221, Steel Welded Wire Reinforcement, Deformed, for Concrete M 225M/M 225, Steel Wire, Deformed, for Concrete Reinforcement M 240M/M 240, Blended Hydraulic Cement M 242M/M 242, Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe M 262, Concrete Pip

9、e and Related Products M 295, Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete 2015 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-4a M 170M-2 AASHTO M 302, Slag Cement for Use in Con

10、crete and Mortars T 280, Concrete Pipe, Manhole Sections, or Tile 2.2. ASTM Standards: A36/A36M, Standard Specification for Carbon Structural Steel A706/A706M, Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement C309-03, Standard Specification for Liquid Mem

11、brane-Forming Compounds for Curing Concrete C1017/C1017M, Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete C1116/C1116M, Standard Specification for Fiber-Reinforced Concrete 3. TERMINOLOGY 3.1. DefinitionsFor definitions of terms relating to concrete pipe, see M 2

12、62. 4. CLASSIFICATION 4.1. Pipe manufactured in accordance with this specification shall be of five classes identified as Class I, Class II, Class III, Class IV, and Class V. The corresponding strength requirements are prescribed in Tables 1 to 5. 2015 by the American Association of State Highway an

13、d Transportation Officials.All rights reserved. Duplication is a violation of applicable law.Table 1Design Requirements for Class I Reinforced Concrete Pipea Internal Designated Diameter, mm Reinforcement, cm2/Linear m of Pipe Wall Wall A Wall B Concrete Strength, 27.6 MPa Concrete Strength, 27.6 MP

14、a Wall Thickness, mm Circular ReinforcementbWall Thickness, mm Circular ReinforcementbElliptical ReinforcementcInner Cage Outer Cage Elliptical ReinforcementcInner Cage Outer Cage 1500 125 5.3 3.2 5.9 150 4.4 2.6 4.9 1650 138 6.4 3.8 7.0 163 5.3 3.2 5.9 1800 150 7.4 4.4 8.3 175 6.1 3.7 6.8 1950 163

15、8.5 5.1 9.3 188 6.8 4.1 7.6 2100 175 9.5 5.7 10.6 200 7.8 4.7 8.7 2250 188 10.4 6.2 11.4 213 8.7 5.2 9.7 2400 200 11.4 6.8 12.7 225 9.7 5.8 10.8 Concrete Strength, 34.5 MPa Concrete Strength, 34.5 MPa 2250 213 13.3 8.0 Inner Circular Plus Elliptical 5.3 8.0 238 11.4 6.8 Inner Circular Plus Elliptica

16、l 4.6 6.8 2700 225 14.4 8.6 Inner Circular Plus Elliptical 5.8 8.6 250 12.9 7.7 Inner Circular Plus Elliptical 5.2 7.7 2850 a a 3000 a a 3150 a a 3300 a a 3450 a a 3600 a a aFor modified or special designs, see Section 7.2 or, with the permission of the owner, utilize the provision of M 242M/M 242.

17、Steel areas may be interpolated between those shown for variations in diameter, loading, or wall thickness. Pipe more than 2400 mm in diameter shall have two circular cages or an inner circular cage plus one elliptical cage. bAs an alternative to designs requiring both inner and outer circular cages

18、, the reinforcement may be positioned and proportioned in one of the following manners: (1) an inner circular cage plus an elliptical cage such that area of the elliptical cage shall not be less than that specified for the outer cage in the table, and the total area of the inner circular cage plus t

19、he elliptical cage shall not be less than that specified for the inner cage in the table; (2) an inner and outer cage plus quadrant mats in accordance with Figure 1; or (3) an inner and outer cage plus an elliptical cage in accordance with Figure 2. cElliptical and quadrant steel must be held in pla

20、ce by means of holding rods, chairs, or other positive means throughout the entire casting operation. Note: See Section 5 for basis of acceptance specified by the owner. The strength test requirements in newtons per linear meter of pipe under the three-edge-bearing method are listed below as the D-l

21、oad (test load expressed in newtons per linear meter per millimeter of diameter) to produce the 0.3-mm crack and the ultimate load multiplied by the internal diameter of the pipe in millimeters. For acceptance testing requirements, see Section 11.3.1. D-load to produce a 0.3-mm crack 40.0 D-load to

22、produce the ultimate load 60.0 TS-4aM 170M-3AASHTO 2015 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.Table 2Design Requirements for Class II Reinforced Concrete PipeaInternal Designated Diameter, mm Reinfo

23、rcement, cm2/Linear m of Pipe Wall Wall A Wall B Wall C Concrete Strength, 27.6 MPa Concrete Strength, 27.6 MPa Concrete Strength, 27.6 MPa Wall Thickness, mm Circular ReinforcementbElliptical ReinforcementcWall Thickness, mm Circular ReinforcementbElliptical ReinforcementcWall Thickness, mm Circula

24、r ReinforcementbElliptical ReinforcementcInner Cage Outer Cage Inner Cage Outer Cage Inner Cage Outer Cage 300 44 1.5d 50 1.5d 69 1.5d 375 47 1.5d 57 1.5d 75 1.5d 450 50 1.5d 1.5 63 1.5d 1.5d82 1.5d 1.5d525 57 2.5 2.1 69 1.5d 1.5d88 1.5d 1.5d600 63 2.8 2.3 75 1.5d 1.5d94 1.5d 1.5d675 66 3.2 2.8 82 2

25、.8 2.3 100 1.5d 1.5d750 69 3.2 3.0 88 3.0 2.5 106 1.5d 1.5d825 72 3.4 3.2 94 3.2 2.8 113 1.5d 1.5d900 75 3.0 1.8 3.2 100e2.5 1.5 2.8 119e1.5 1.5 1.7 1050 88 3.4 2.0 3.8 113 3.2 1.9 3.6 132 2.1 1.5 2.3 1200 100 4.5 2.7 4.9 125 3.8 2.3 4.2 144 3.0 1.8 3.2 1350 113 5.3 3.2 5.9 138 4.7 2.8 5.1 157 3.6 2

26、.2 4.0 1500 125 6.4 3.8 7.0 150 5.3 3.2 5.9 169 4.7 2.8 5.1 1650 138 7.4 4.4 8.3 163 6.6 4.0 7.2 182 5.3 3.2 5.9 1800 150 8.7 5.2 9.5 175 7.4 4.4 8.3 194 6.4 3.8 7.0 1950 163 9.7 5.8 10.8 188 8.5 5.1 9.3 207 7.4 4.4 8.3 2100 175 10.8 6.5 12.1 200 9.7 5.8 10.8 219 8.7 5.2 9.7 2250 188 12.1 7.3 13.3 2

27、13 10.8 6.5 12.1 232 10.2 6.1 11.2 2400 200 13.1 7.9 14.6 225 12.1 7.3 13.3 244 11.6 7.0 12.9 Concrete Strength, 34.5 MPa 2550 213 16.1 9.7 Inner Circular Plus Elliptical 6.4 9.7 238 14.4 8.6 Inner Circular Plus Elliptical 5.8 8.6 257 13.1 7.9 Inner Circular Plus Elliptical 5.2 7.9 2700 225 18.0 10.

28、8 Inner Circular Plus Elliptical 7.2 10.8 250 16.1 9.7 Inner Circular Plus Elliptical 6.4 9.7 269 14.8 8.9 Inner Circular Plus Elliptical 5.9 8.9 2850 a a a 3000 a a a 3150 a a a 3300 a a a 3450 a a a 3600 a a a Continued on next page. TS-4aM 170M-4AASHTO 2015 by the American Association of State Hi

29、ghway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.Table 2Design Requirements for Class II Reinforced Concrete Pipea(Continued) a For modified or special designs, see Section 7.2 or, with the permission of the owner, utilize the provision of M 242M/M

30、 242. Steel areas may be interpolated between those shown for variations in diameter, loading, or wall thickness. Pipe more than 2400 mm in diameter shall have two circular cages or an inner circular cage plus one elliptical cage. bAs an alternative to designs requiring both inner and outer circular

31、 cages, the reinforcement may be positioned and proportioned in one of the following manners: (1) an inner circular cage plus an elliptical cage such that the area of the elliptical cage shall not be less than that specified for the outer cage in the table, and the total area of the inner circular c

32、age plus the elliptical cage shall not be less than that specified for the inner cage in the table; (2) an inner and outer cage plus quadrant mats in accordance with Figure 1; or (3) an inner and outer cage plus an elliptical cage in accordance with Figure 2. cElliptical and quadrant steel must be h

33、eld in place by means of holding rods, chairs, or other positive means through the entire casting operation. dFor these classes and size, the minimum practical steel reinforcement is specified. The specified ultimate strength of nonreinforced pipe is greater than the minimum specified strength for t

34、he equivalent diameters. eAs an alternative, single-cage reinforcement may be used. The reinforcement area in square centimeters per linear meter shall be 4.2 for Wall B and 3.4 for Wall C. Note: See Section 5 for basis of acceptance specified by the owner. The strength test requirements in newtons

35、per linear meter of pipe under the three-edge-bearing method are listed below as the D-load (test load expressed in newtons per linear meter per millimeter of diameter) to produce the 0.3-mm crack and the ultimate load multiplied by the internal diameter of the pipe in millimeters. For acceptance te

36、sting requirements, see Section 11.3.1. D-load to produce a 0.3-mm crack 50.0 D-load to produce the ultimate load 75.0 TS-4aM 170M-5AASHTO 2015 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.Table 3Design Re

37、quirements for Class III Reinforced Concrete PipeaInternal Designated Diameter, mm Reinforcement, cm2/Linear m of Pipe Wall Wall A Wall B Wall C Concrete Strength, 27.6 MPa Concrete Strength, 27.6 MPa Concrete Strength, 27.6 MPa Wall Thickness, mm Circular ReinforcementbElliptical ReinforcementcWall

38、 Thickness, mm Circular ReinforcementbElliptical ReinforcementcWall Thickness, mm Circular ReinforcementbElliptical ReinforcementcInner Cage Outer Cage Inner Cage Outer Cage Inner Cage Outer Cage 300 44 1.5d 50 1.5d 69 1.5d 375 47 1.5d 57 1.5d 75 1.5d 450 50 1.5d 1.5d63 1.5d 1.5d82 1.5d 1.5d525 57 3

39、.0 2.3 69 1.5d 1.5d88 1.5d 1.5d600 63 3.6 3.0 75 1.5d 1.5d94 1.5 1.5d675 66 3.8 3.4 82 3.4 3.0 100 1.7 1.5d750 69 4.0 3.8 88 3.8 3.2 107 2.1 1.7 825 72 4.4 4.2 94 4.2 3.6 113 2.5 2.1 900 75 4.4 2.6 4.7 100e3.6 2.2 4.0 119e1.7 1.5 1.9 1050 88 5.3 3.2 5.9 113 4.4 2.6 4.9 132 2.5 1.5 2.8 1200 100 6.8 4

40、.1 7.4 125 5.1 3.1 5.7 144 3.4 2.0 3.8 1350 113 8.0 4.8 8.9 138 6.1 3.7 6.8 157 4.4 2.6 4.9 1500 125 9.3 5.6 10.4 150 7.2 4.3 8.0 169 5.3 3.2 5.9 1650 138 10.6 6.4 11.6 163 9.1 5.5 9.7 182 6.6 4.0 7.2 1800 150 12.1 7.3 13.3 175 10.4 6.2 11.4 194 7.6 4.6 8.5 Concrete Strength, 34.5 MPa 1950 163 13.5

41、8.1 15.0 188 12.1 7.3 13.3 207 8.9 5.3 9.9 2100 175 15.2 9.1 16.9 200 13.5 8.1 15.0 219 10.6 6.4 11.9 Concrete Strength, 34.5 MPa Concrete Strength, 34.5 MPa 2250 188 17.1 10.3 19.1 213 14.6 8.8 16.3 232 12.5 7.5 14.0 2400 200 19.7 11.8 21.8 225 16.1 9.7 17.8 244 14.8 8.9 Inner Circular Plus Ellipti

42、cal 5.9 8.9 2550 213 21.8 13.1 Inner Circular Plus Elliptical 8.7 13.1 238 19.1 11.5 Inner Circular Plus Elliptical 7.6 11.5 257 17.6 10.6 Inner Circular Plus Elliptical 7.0 10.6 Continued on next page. TS-4aM 170M-6AASHTO 2015 by the American Association of State Highway and Transportation Official

43、s.All rights reserved. Duplication is a violation of applicable law.Table 3Design Requirements for Class III Reinforced Concrete Pipea(Continued) Internal Designated Diameter, mm Reinforcement, cm2/Linear m of Pipe Wall Wall A Wall B Wall C Concrete Strength, 27.6 MPa Concrete Strength, 27.6 MPa Con

44、crete Strength, 27.6 MPa Wall Thickness, mm Circular ReinforcementbElliptical ReinforcementcWall Thickness, mm Circular ReinforcementbElliptical ReinforcementcWall Thickness, mm Circular ReinforcementbElliptical ReinforcementcInner Cage Outer Cage Inner Cage Outer Cage Inner Cage Outer Cage 2700 225

45、 25.8 15.5 Inner Circular Plus Elliptical 10.3 15.5 250 22.9 13.7 Inner Circular Plus Elliptical 9.2 13.7 269 21.0 12.6 Inner Circular Plus Elliptical 8.4 12.6 2850 a a a 3000 a a a 3150 a a a 3300 a a a 3450 a a a 3600 a a a aFor modified or special designs, see Section 7.2 or with the permission o

46、f the owner utilize the provision of M 242M/M 242. Steel areas may be interpolated between those shown for variations in diameter, loading, or wall thickness. Pipe more than 2400 mm in diameter shall have two circular cages or an inner circular cage plus one elliptical cage. bAs an alternative to de

47、signs requiring both inner and outer circular cages, the reinforcement may be positioned and proportioned in one of the following manners: (1) an inner circular cage plus an elliptical cage such that the area of the elliptical cage shall not be less than that specified for the outer cage in the tabl

48、e, and the total area of the inner circular cage plus the elliptical cage shall not be less than that specified for the inner cage in the table; (2) an inner and outer cage plus quadrant mats in accordance with Figure 1; or (3) an inner and outer cage plus an elliptical cage in accordance with Figure 2. cEll