AASHTO M 259-2017 Standard Specification for Precast Reinforced Concrete Box Sections for Culverts Storm Drains and Sewers.pdf

1、Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers AASHTO Designation: M 259-171Technical Section: 4a, Concrete Drainage Structures Release: Group 2 (June 2017) ASTM Designation: C789-95a American Association of State Highway and Transportation

2、 Officials 444 North Capitol Street N.W., Suite 249 Washington, D.C. 20001TS-4a M 259-1 AASHTO Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers AASHTO Designation: M 259-171Technical Section: 4a, Concrete Drainage Structures Release: Group 2

3、(June 2017) ASTM Designation: C789-95a 1. SCOPE 1.1. This specification covers single-cell precast reinforced concrete box sections intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes, and sewage. 1.2. A complete metric companion to M 259 has

4、 been developedM 259M; therefore, no metric equivalents are presented in this specification. Note 1This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used to develop these designs are given in the Appendixes. The succ

5、essful performance of this product depends on the proper selection of the box section, bedding, and backfill, and care that the installation conforms to the construction specifications. The owner of the precast reinforced concrete box sections specified herein is cautioned that the loading condition

6、s and the field requirements must properly correlate with the box section specified and that inspection at the construction site must be provided. Note 2M 273 is to be used for box sections with less than 2 ft of cover subjected to highway loading. Note 3If load-and-resistance factor design (LRFD) i

7、s required, then use ASTM C1577. 2. REFERENCED DOCUMENTS 2.1. AASHTO Standards: M 6, Fine Aggregate for Hydraulic Cement Concrete M 32M/M 32, Steel Wire, Plain, for Concrete Reinforcement M 55M/M 55, Steel Welded Wire Reinforcement, Plain, for Concrete M 80, Coarse Aggregate for Hydraulic Cement Con

8、crete M 85, Portland Cement M 154M/M 154, Air-Entraining Admixtures for Concrete M 157, Ready-Mixed 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 262, Concrete Pip

9、e and Related Products 2017 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-4a M 259-2 AASHTO M 273, Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers with Less Than 2 ft of C

10、over Subjected to Highway Loadings M 295, Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete T 280, Concrete Pipe, Manhole Sections, or Tile Standard Specifications for Highway Bridges 2.2. ASTM Standards: C309-03, Standard Specification for Liquid Membrane-Forming Compounds for C

11、uring Concrete C1116/C1116M, Standard Specification for Fiber-Reinforced Concrete C1577, Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD 2.3. ACI Code: ACI 318-71, Building Code 3. TERMINOLOGY 3.1

12、. DefinitionsFor definitions of terms relating to concrete pipe, see M 262. 4. TYPES 4.1. Precast reinforced concrete box sections manufactured in accordance with this specification shall be of three types identified in Tables 1, 2, and 3, and shall be designated by type, span, rise, and design eart

13、h cover. 2017 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-4a M 259-3 AASHTO Table 1Design Requirements for Precast Concrete Box Sections under Earth Dead and HS20 Live Load Conditionsa Design Earth Cov

14、er, ftaM, Min in. Circumferential Reinforcement AreasbDesign Earth Cover, ftaM, Min in. Circumferential Reinforcement AreasbAs1As2As3As4As1As2As3As43 ft by 2 ft by 4 in.c12 18 0.12d0.19 0.19 0.12d2 17 0.19 0.20 0.21 0.10d14 18 0.12d0.21 0.21 0.12d3 15 0.10 0.11 0.11 0.10d16 18 0.12d0.23 0.24 0.12d4

15、to 8 15 0.10d0.10d0.10d0.10d18 17 0.14 0.25 0.26 0.12d10 15 0.10d0.11 0.11 0.10d5 ft by 3 ft by 6 in.c12 14 0.10d0.13 0.13 0.10d2 23 0.26 0.28 0.23 0.14d14 14 0.11 0.14 0.14 0.10d3 21 0.17 0.18 0.18 0.14d16 14 0.12 0.16 0.16 0.10d4 21 0.14d0.15 0.15 0.14d18 14 0.13 0.17 0.18 0.10d5 20 0.14d0.14d0.15

16、 0.14d20 14 0.14 0.19 0.19 0.10d6 20 0.14d0.15 0.15 0.14d3 ft by 3 ft by 4 in.c8 20 0.14d0.16 0.16 0.14d2 27 0.15 0.24 0.25 0.10d10 20 0.15 0.18 0.19 0.14d3 20 0.10 0.13 0.14 0.10d12 20 0.17 0.20 0.21 0.14d4 to 6 17 0.10d0.10d0.10d0.10d14 20 0.19 0.23 0.23 0.14d8 15 0.10d0.11 0.11 0.10d16 19 0.21 0.

17、26 0.26 0.14d10 15 0.10d0.12 0.13 0.10d18 19 0.23 0.28 0.29 0.14d12 15 0.10d0.14 0.14 0.10d5 ft by 4 ft by 6 in.c14 15 0.10d0.15 0.16 0.10d2 28 0.23 0.32 0.27 0.14d16 15 0.10d0.17 0.18 0.10d3 23 0.15 0.20 0.21 0.14d18 15 0.10d0.19 0.19 0.10d4 to 6 22 0.14d0.16 0.17 0.14d20 15 0.11 0.21 0.21 0.10d8 2

18、0 0.14d0.17 0.18 0.14d4 ft by 2 ft by 5 in.c10 20 0.14d0.20 0.21 0.14d2 19 0.26 0.22 0.20 0.12d12 20 0.14d0.22 0.23 0.14d3 18 0.15 0.13 0.13 0.12d14 20 0.16 0.25 0.26 0.14d4 to 8 18 0.12d0.12d0.12d0.12d16 19 0.18 0.28 0.29 0.14d10 17 0.13 0.13 0.14 0.12d18 19 0.20 0.31 0.31 0.14d12 17 0.15 0.15 0.15

19、 0.12d5 ft by 5 ft by 6 in.c14 17 0.17 0.17 0.17 0.12d2 41 0.20 0.35 0.29 0.14d16 17 0.19 0.19 0.19 0.12d3 29 0.14d0.22 0.23 0.14d18 17 0.21 0.21 0.21 0.12d4 25 0.14d0.18 0.19 0.14d4 ft by 3 ft by 5 in.c5 24 0.14d0.17 0.18 0.14d2 22 0.21 0.27 0.24 0.12d6 22 0.14d0.17 0.18 0.14d3 19 0.13 0.16 0.16 0.

20、12d8 22 0.14d0.18 0.19 0.14d4 18 0.12d0.13 0.13 0.12d10 21 0.14d0.21 0.22 0.14d5 18 0.12d0.12d0.13 0.12d12 21 0.14d0.23 0.24 0.14d6 17 0.12d0.12d0.13 0.12d14 21 0.14d0.26 0.27 0.14d8 17 0.12d0.14 0.14 0.12d16 21 0.16 029 0.30 0.14d10 17 0.12d0.15 0.16 0.12d18 20 0.17 0.32 0.33 0.14d12 17 0.12d0.17 0

21、.18 0.12d6 ft by 3 ft by 7 in.c14 17 0.13 0.20 0.20 0.12d2 29 0.30 0.29 0.22 0.17d16 17 0.15 0.22 0.22 0.12d3 24 0.21 0.19 0.18 0.17d18 17 0.16 0.24 0.24 0.12d4 24 0.18 0.17d0.17d0.17d4 ft by 4 ft by 5 in.c5 24 0.17d0.17d0.17d0.17d2 34 0.18 0.30 0.28 0.12d6 23 0.17d0.17d0.17d0.17d3 24 0.12d0.18 0.18

22、 0.12d8 23 0.17d0.18 0.18 0.17d4 21 0.12d0.14 0.15 0.12d10 23 0.20 0.20 0.21 0.17d5 20 0.12d0.13 0.14 0.12d12 23 0.23 0.23 0.24 0.17d6 19 0.12d0.14 0.14 0.12d14 23 0.26 0.26 0.26 0.17d8 18 0.12d0.15 0.15 0.12d16 23 0.28 029 0.29 0.17d10 18 0.12d0.16 0.17 0.12d18 23 0.31 0.32 0.32 0.17dContinued on n

23、ext page. 2017 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-4a M 259-4 AASHTO Table 1Design Requirements for Precast Concrete Box Sections under Earth Dead and HS20 Live Load Conditionsa(Continued) Desi

24、gn Earth Cover, ftaM, Min in. Circumferential Reinforcement AreasbDesign Earth Cover, ftaM, Min in. Circumferential Reinforcement AreasbAs1As2As3As4As1As2As3As46 ft by 4 ft by 7 in.c14 25 0.25 0.35 0.36 0.19d2 28 0.26 0.33 0.26 0.17d16 25 0.27 0.38 0.40 0.19d3 25 0.18 0.22 0.21 0.17d18 25 0.30 0.42

25、0.43 0.19d4 24 0.17d0.19 0.19 0.17d7 ft by 6 ft by 8 in.c5 23 0.17d0.18 0.19 0.17d2 38 0.24 0.39 0.31 0.19d6 23 0.17d0.18 0.19 0.17d3 31 0.19d0.27 0.26 0.19d8 23 0.17d0.20 0.21 0.17d4 29 0.19d0.24 0.25 0.19d10 22 0.18 0.23 0.24 0.17d5 28 0.19d0.23 0.25 0.19d12 22 0.20 0.26 0.26 0.17d6 27 0.19d0.24 0

26、.25 0.19d14 22 0.22 0.29 0.30 0.17d8 26 0.19d0.26 0.27 0.19d16 22 0.24 0.32 0.33 0.17d10 26 0.19d0.29 0.30 0.19d18 22 0.27 0.35 0.36 0.17d12 26 0.20 0.33 0.34 0.19d6 ft by 5 ft by 7 in.c14 25 0.22 0.36 0.38 0.19d2 33 0.24 0.36 0.29 0.17d16 25 0.25 0.40 0.42 0.19d3 27 0.17d0.24 0.23 0.17d18 25 0.27 0

27、.44 0.46 0.19d4 to 6 25 0.17d0.20 0.21 0.17d7 ft by 7 ft by 8 in.c8 23 0.17d0.21 0.22 0.17d2 55 0.22 0.42 0.33 0.19d10 23 0.17d0.24 0.25 0.17d3 38 0.19d0.29 0.27 0.19d12 23 0.17d0.27 0.29 0.17d4 to 6 33 0.19d0.25 0.27 0.19d14 23 0.19 0.31 0.32 0.17d8 28 0.19d0.27 0.29 0.19d16 22 0.21 0.34 0.35 0.17d

28、10 27 0.19d0.30 0.32 0.19d18 22 0.23 0.37 0.39 0.17d12 27 0.19d0.34 0.36 0.19d6 ft by 6 ft by 7 in.c14 27 0.21 0.37 0.39 0.19d2 48 0.22 0.39 0.31 0.17d16 27 0.23 0.41 0.43 0.19d3 33 0.17d0.26 0.25 0.17d8 ft by 4 ft by 8 in.c4 29 0.17d0.22 0.23 0.17d2 34 0.37 0.40 0.29 0.19d5 27 0.17d0.21 0.22 0.17d3

29、 31 0.27 0.28 0.24 0.19d6 26 0.17d0.21 0.22 0.17d4 28 0.25 0.25 0.24 0.19d8 25 0.17d0.22 0.24 0.17d5 28 0.26 0.25 0.26 0.19d10 24 0.17d0.25 0.27 0.17d6 28 0.26 0.26 0.26 0.19d12 24 0.17d0.28 0.30 0.17d8 27 0.28 0.28 0.29 0.19d14 24 0.17d0.32 0.33 0.17d10 27 0.32 0.32 0.33 0.19d16 24 0.19 0.35 0.37 0

30、.17d12 27 0.36 0.36 0.37 0.19d18 23 0.21 0.38 0.40 0.17d14 27 0.40 0.41 0.42 0.19d7 ft by 4 ft by 8 in.c8 ft by 5 ft by 8 in.c2 32 0.30 0.34 0.25 0.19d2 35 0.34 0.43 0.32 0.19d3 27 0.21 0.23 0.21 0.19d3 31 0.25 0.31 0.27 0.19d4 27 0.19d0.20 0.20 0.19d4 28 0.23 0.27 0.27 0.19d5 26 0.19d0.20 0.21 0.19

31、d5 28 0.24 0.27 0.29 0.19d6 26 0.19d0.20 0.21 0.19d6 27 0.24 0.28 0.29 0.19d8 26 0.20 0.22 0.23 0.19d8 27 0.26 0.30 0.32 0.19d10 25 0.23 0.25 0.26 0.19d10 27 0.29 0.35 0.36 0.19d12 25 0.25 0.29 0.29 0.19d12 27 0.32 0.39 0.41 0.19d14 25 0.28 0.32 0.33 0.19d8 ft by 6 ft by 8 in.c16 25 0.31 0.36 0.36 0

32、.19d2 36 0.31 0.46 0.35 0.19d18 25 0.34 0.39 0.40 0.19d3 31 0.23 0.33 0.29 0.19d7 ft by 5 ft by 8 in.c4 30 0.22 0.29 0.29 0.19d2 32 0.27 0.37 0.28 0.19d5 29 0.23 0.29 0.31 0.19d3 28 0.19d0.26 0.23 0.19d6 28 0.22 0.30 0.31 0.19d4 to 6 27 0.19d0.22 0.23 0.19d8 27 0.24 0.32 0.34 0.19d8 26 0.19d0.24 0.2

33、5 0.19d10 27 0.27 0.37 0.39 0.19d10 25 0.20 0.27 0.29 0.19d12 27 0.30 0.42 0.43 0.19d12 25 0.22 0.31 0.32 0.19dContinued on next page. 2017 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-4a M 259-5 AASHTO

34、 Table 1Design Requirements for Precast Concrete Box Sections under Earth Dead and HS20 Live Load Conditionsa(Continued) Design Earth Cover, ftaM, Min in. Circumferential Reinforcement AreasbDesign Earth Cover, ftaM, Min in. Circumferential Reinforcement AreasbAs1As2As3As4As1As2As3As48 ft by 7 ft by

35、 8 in.c6 33 0.24 0.35 0.38 0.22d2 41 0.28 0.49 0.38 0.19d8 32 0.25 0.38 0.41 0.22d3 35 0.22 0.35 0.32 0.19d10 31 0.28 0.43 0.46 0.22d4 32 0.20 0.31 0.31 0.19d12 31 0.31 0.49 0.52 0.22d5 31 0.21 0.31 0.33 0.19d9 ft by 9 ft by 9 in.c6 30 0.21 0.31 0.34 0.19d2 68 0.27 0.54 0.42 0.22d8 29 0.22 0.34 0.36

36、 0.19d3 45 0.22d0.40 0.36 0.22d10 28 0.25 0.38 0.41 0.19d4 41 0.22d0.36 0.36 0.22d12 28 0.28 0.43 0.46 0.19d5 38 0.22d0.36 0.39 0.22d8 ft by 8 ft by 8 in.c6 36 0.23 0.37 0.40 0.22d2 61 0.26 0.51 0.40 0.19d8 34 0.24 0.40 0.43 0.22d3 41 0.20 0.37 0.34 0.19d10 33 0.26 0.45 0.48 0.22d4 36 0.19d0.32 0.33

37、 0.19d12 33 0.29 0.50 0.54 0.22d5 34 0.20 0.32 0.35 0.19d10 ft by 5 ft by 10 in.c6 32 0.20 0.33 0.36 0.19d2 41 0.38 0.43 0.31 0.24d8 31 0.21 0.35 0.38 0.19d3 38 0.30 0.32 0.27 0.24d10 30 0.23 0.40 0.43 0.19d4 35 0.29 0.30 0.28 0.24d12 29 0.26 0.44 0.48 0.19d5 34 0.31 0.30 0.30 0.24d9 ft by 5 ft by 9

38、 in.c6 33 0.33 0.32 0.33 0.24d2 38 0.36 0.43 0.31 0.22d8 33 0.35 0.35 0.36 0.24d3 34 0.28 0.32 0.27 0.22d10 33 0.40 0.40 0.41 0.24d4 31 0.26 0.28 0.27 0.22d12 33 0.45 0.45 0.46 0.24d5 31 0.28 0.29 0.29 0.22d14 33 0.50 0.50 0.51 0.214d6 30 0.29 0.30 0.31 0.22d10 ft by 6 ft by 10 in.c8 30 0.30 0.32 0.

39、34 0.22d2 41 0.35 0.46 0.34 0.24d10 30 0.34 0.37 0.39 0.22d3 37 0.29 0.35 0.30 0.24d12 30 0.38 0.42 0.43 0.22d4 34 0.27 0.32 0.30 0.24d14 29 0.43 0.47 0.48 0.22d5 33 0.29 0.33 0.33 0.24d9 ft by 6 ft by 9 in.c6 33 0.31 0.34 0.36 0.24d2 38 0.33 0.46 0.34 0.22d8 33 0.33 0.37 0.39 0.24d3 34 0.26 0.34 0.

40、29 0.22d10 32 0.37 0.42 0.44 0.24d4 32 0.24 0.31 0.29 0.22d12 32 0.41 0.48 0.50 0.24d5 31 0.26 0.31 0.32 0.22d14 32 0.46 0.53 0.55 0.24d6 30 0.27 0.32 0.34 0.22d10 ft by 7 ft by 10 in.c8 30 0.28 0.35 0.37 0.22d2 42 0.32 0.49 0.36 0.24d10 30 0.31 0.40 0.41 0.22d3 38 0.27 0.37 0.32 0.24d12 29 0.35 0.4

41、5 0.47 0.22d4 35 0.26 0.34 0.32 0.24d9 ft by 7 ft by 9 in.c5 34 0.27 0.35 0.35 0.24d2 41 0.30 0.49 0.37 0.22d6 34 0.29 0.36 0.38 0.24d3 36 0.24 0.36 0.32 0.22d8 33 0.31 0.39 0.42 0.24d4 33 0.23 0.32 0.32 0.22d10 33 0.34 0.45 0.47 0.24d5 32 0.24 0.33 0.34 0.22d12 32 0.38 0.50 0.52 0.24d6 31 0.25 0.34

42、 0.36 0.22d10 ft by 8 ft by 10 in.c8 31 0.26 0.37 0.39 0.22d2 45 0.31 0.52 0.39 0.24d10 30 0.29 0.42 0.44 0.22d3 40 0.26 0.39 0.34 0.24d12 30 0.33 0.47 0.49 0.22d4 37 0.25 0.36 0.35 0.24d9 ft by 8 ft by 9 in.c5 36 0.26 0.37 0.38 0.24d2 46 0.28 0.51 0.39 0.22d6 35 0.27 0.38 0.41 0.24d3 39 0.23 0.38 0

43、.34 0.22d8 34 0.29 0.41 0.44 0.24d4 36 0.22d0.34 0.34 0.22d10 33 0.32 0.47 0.50 0.24d5 34 0.23 0.35 0.37 0.22d12 33 0.36 0.52 0.55 0.24dContinued on next page. 2017 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable

44、 law.TS-4a M 259-6 AASHTO Table 1Design Requirements for Precast Concrete Box Sections under Earth Dead and HS20 Live Load Conditionsa(Continued) Design Earth Cover, ftaM, Min in. Circumferential Reinforcement AreasbDesign Earth Cover, ftaM, Min in. Circumferential Reinforcement AreasbAs1As2As3As4As

45、1As2As3As410 ft by 9 ft by 10 in.c11 ft by 10 ft by 11 in.c2 51 0.29 0.54 0.42 0.24d2 56 0.30 0.55 0.43 0.26d3 44 0.24d0.41 0.37 0.24d3 48 0.26d0.42 0.38 0.26d4 40 0.24d0.37 0.37 0.24d4 44 0.26d0.39 0.38 0.26d5 38 0.25 0.38 0.40 0.24d5 42 0.26d0.40 0.42 0.26d6 37 0.26 0.40 0.43 0.24d6 40 0.28 0.42 0

46、.45 0.26d8 36 0.28 0.43 0.46 0.24d8 39 0.30 0.45 0.49 0.26d10 35 0.31 0.48 0.52 0.24d10 38 0.34 0.51 0.55 0.26d12 34 0.34 0.54 0.58 0.24d12 37 0.37 0.57 0.62 0.26d10 ft by 10 ft by 10 in.c14 37 0.41 0.64 0.68 0.26d2 75 0.29 0.56 0.44 0.24d11 ft by 11 ft by 11 in.c3 50 0.24d0.43 0.39 0.24d2 82 0.30 0

47、.57 0.45 0.26d4 45 0.24d0.39 0.39 0.24d3 55 0.26d0.44 0.40 0.26d5 42 0.24d0.40 0.42 0.24d4 48 0.26d0.41 0.40 0.26d6 40 0.25 0.41 0.45 0.24d5 46 0.26d0.42 0.43 0.26d8 38 0.27 0.44 0.48 0.24d6 44 0.27 0.43 0.47 0.26d10 37 0.30 0.50 0.54 0.24d8 41 0.29 0.46 0.51 0.26d12 36 0.33 0.55 0.60 0.24d10 40 0.3

48、3 0.52 0.57 0.26d11 ft by 4 ft by 11 in.c12 39 0.36 0.58 0.63 0.26d2 45 0.44 0.40 0.27 0.26d14 39 0.40 0.64 0.70 0.26d3 43 0.35 0.30 0.26d0.26d12 ft by 4 ft by 12 in.c4 42 0.35 0.28 0.26d0.26d2 50 0.46 0.41 0.29d0.29d5 39 0.37 0.29 0.28 0.26d3 47 0.38 0.31 0.29d0.29d6 38 0.39 0.30 0.30 0.26d4 45 0.3

49、8 0.29d0.29d0.29d8 38 0.43 0.33 0.34 0.26d5 43 0.41 0.30 0.29d0.29d10 37 0.49 0.38 0.39 0.26d6 42 0.43 0.31 0.31 0.29d12 37 0.55 0.43 0.44 0.26d8 41 0.49 0.35 0.36 0.29d14 37 0.62 0.48 0.49 0.26d10 41 0.55 0.40 0.41 0.29d16 37 0.69 0.54 0.54 0.26d12 41 0.62 0.45 0.46 0.29d11 ft by 6 ft by 11 in.c14 41 0.70 0.50 0.51 0.29d2 44 0.37 0.46 0.33 0.26d16 41 0.78 0.55 0.57 0.29d3 41 0.31 0.35 0.30 0.26d12 ft by 6 ft by 12 in.c4 38 0.30 0.33 0.30 0.26d2 47 0.39 0.47 0.33 0.29d5 36 0.32 0.34 0.33 0.26d3 44 0.33 0.36 0.30 0.29d6 36 0.34 0.35 0.36