1、Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers Metric AASHTO Designation: M 259M-111ASTM Designation: C 789M-98 American Association of State Highway and Transportation Officials 444 North Capitol Street N.W., Suite 249 Washington, D.C. 200
2、01 TS-4a M 259M-1 AASHTO Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers Metric AASHTO Designation: M 259M-111ASTM Designation: C 789M-98 1. SCOPE 1.1. This specification covers single-cell precast reinforced concrete box sections intended t
3、o be used for the construction of culverts and for the conveyance of storm water, industrial wastes, and sewage. 1.2. This specification is the metric counterpart of M 259. Note 1This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and
4、the criteria used to develop these designs are given in the Appendices. The successful performance of this product depends upon 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 reinfor
5、ced concrete box sections specified herein is cautioned that the loading conditions and field requirements must properly correlate with the box section specified and that inspection at the construction site must be provided. Note 2AASHTO M 273M is to be used for box sections with less than 0.6 m of
6、cover subjected to highway loading. Note 3If load-and-resistance factor design (LRFD) is required, then use ASTM C 1577. 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
7、 Wire Reinforcement, Plain, for Concrete M 80, Coarse Aggregate for Hydraulic Cement Concrete M 85, Portland Cement M 221M/M 221, Steel Welded Wire Reinforcement, Deformed, for Concrete M 225M/M 225, Steel Wire, Deformed, for Concrete Reinforcement M 240, Blended Hydraulic Cement M 262, Concrete Pip
8、e and Related Products M 273M, Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers with Less Than 0.6 m of Cover Subjected to Highway Loadings Metric M 295, Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete T 280, Concrete Pipe, Manhole Sections, or Ti
9、le Standard Specifications for Highway Bridges 2011 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-4a M 259M-2 AASHTO 2.2. ASTM Standards: C 1116/C 1116M, Standard Specification for Fiber-Reinforced Concr
10、ete C 1577, 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. DefinitionsFor definitions of terms relating to concrete pipe, see M 262. 4
11、. 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 earth cover. 2011 by the American Association of State Highway and Transportation
12、 Officials.All rights reserved. Duplication is a violation of applicable law.TS-4a M 259M-3 AASHTO Table 1Design Requirements for Precast Concrete Box Sections under Earth Dead and HS20 Live Load Conditionsa Circumferential Reinforcement AreasbCircumferential Reinforcement AreasbDesign Earth Cover,
13、maM, Min, mm As1As2As3As4Design Earth Cover, maM, Min,mm As1As2As3As4900 mm by 600 mm by 100 mmc1200 mm by 1200 mm by 125 mmc0.6 430 400 420 440 210d0.6 860 380 640 590 250d0.9 380 210 230 230 210d0.9 610 250d380 380 250d1.2 to 2.4 380 210d210d210d210d1.2 530 250d300 320 250d3.0 380 210d230 230 210d
14、1.5 510 250d280 300 250d3.7 360 210d280 280 210d1.8 480 250d300 300 250d4.3 360 230 300 300 210d2.4 460 250d320 320 250d4.9 360 250 340 340 210d3.0 460 250d340 360 250d5.5 360 280 360 380 210d3.7 460 250d400 400 250d6.1 360 300 400 400 210d4.3 460 250d440 440 250d900 mm by 900 mm by 100 mmc4.9 46 25
15、0d490 510 250d0.6 690 320 510 530 210d5.5 430 300 530 550 250d0.9 510 210d280 300 210d1500 mm by 900 mm by 150 mmc1.2 to 1.8 430 210d210d210d210d0.6 580 760 590 490 300d2.4 380 210d230 230 210d0.9 530 360 380 380 300d3.0 380 210d250 280 210d1.2 530 300d320 320 300d3.7 380 210d300 300 210d1.5 510 300
16、d300d320 300d4.3 380 210d320 340 210d1.8 510 300d320 320 300d4.9 380 210d360 380 210d2.4 510 300d340 340 300d5.5 380 210d400 400 210d3.0 510 320 380 400 300d6.1 380 230 440 440 210d3.7 510 360 420 440 300d1200 mm by 600 mm by 125 mmc4.3 51 40 49 49 300d0.6 480 550 470 420 250d4.9 480 440 550 550 300
17、d0.9 460 320 280 280 250d5.5 480 490 590 610 300d1.2 to 2.4 460 250d250d250d250d1500 mm by 1200 mm by 150 mmc3.0 430 280 280 300 250d0.6 710 490 680 570 300d3.7 430 320 320 320 250d0.9 580 320 420 440 300d4.3 430 360 360 360 250d1.2 to 1.8 560 300d340 360 300d4.9 430 400 400 400 250d2.4 510 300d360
18、380 300d5.5 430 440 440 440 250d3.0 510 300d420 440 300d1200 mm by 900 mm by 125 mmc3.7 51 300d470 490 300d0.6 560 440 570 510 250d4.3 510 340 530 550 300d0.9 480 280 340 340 250d4.9 480 380 590 610 300d1.2 460 250d280 280 250d5.5 480 420 660 660 300d1.5 460 250d250d280 250d1500 mm by 1500 mm by 150
19、 mmc1.8 430 250d250d280 250d0.6 1040 420 740 610 300d2.4 430 250d300 300 250d0.9 740 300d470 490 300d3.0 430 250d320 340 250d1.2 640 300d380 400 300d3.7 430 250d360 380 250d1.5 610 300d360 380 300d4.3 430 280 420 420 250d1.8 560 300d360 380 300d4.9 430 320 470 470 250d2.4 560 300d380 400 300d5.5 430
20、 340 510 510 250d3.0 530 300d440 470 300dContinued on next page. 2011 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-4a M 259M-4 AASHTO Table 1Design Requirements for Precast Concrete Box Sections under E
21、arth Dead and HS20 Live Load Conditionsa(Continued) Circumferential Reinforcement AreasbCircumferential Reinforcement AreasbDesign Earth Cover, maM, Min, mm As1As2As3As4Design Earth Cover, maM, Min,mm As1As2As3As43.7 530 300d490 510 300d1.5 660 400d420 440 400d4.3 530 300d550 570 300d1.8 660 400d420
22、 440 400d4.9 530 340 610 640 300d2.4 660 420 470 490 400d5.5 510 360 680 700 300d3.0 640 490 530 550 400d1800 mm by 900 mm by 175 mmc3.7 64 53 61 61 400d0.6 740 640 610 470 360d4.3 640 590 680 700 400d0.9 610 440 400 380 360d4.9 640 660 760 760 400d1.2 610 380 360d360d360d5.5 640 720 830 850 400d1.5
23、 610 360d360d360d360d2100 mm by 1500 mm by 200 mmc1.8 580 360d360d360d360d0.6 810 570 780 590 400d2.4 580 360d380 380 360d0.9 710 400d550 490 400d3.0 580 420 420 440 360d1.2 to 1.8 690 400d470 490 400d3.7 580 490 490 510 360d2.4 660 400d510 530 400d4.3 580 550 550 550 360d3.0 640 420 570 610 400d4.9
24、 580 590 610 610 360d3.7 640 470 660 680 400d5.5 580 660 680 680 360d4.3 640 530 740 760 400d1800 mm by 1200 mm by 175 mmc4.9 64 57 80 85 400d0.6 710 550 700 550 360d5.5 640 640 890 910 400d0.9 640 380 470 440 360d2100 mm by 1800 mm by 200 mmc1.2 610 360d400 400 360d0.6 970 510 830 660 400d1.5 580 3
25、60d380 400 360d0.9 790 400d570 550 400d1.8 580 360d380 400 360d1.2 740 400d510 530 400d2.4 580 360d420 410 360d1.5 710 400d490 530 400d3.0 560 380 490 510 360d1.8 690 400d510 530 400d3.7 560 420 550 550 360d2.4 660 400d550 570 400d4.3 560 470 610 640 360d3.0 660 400d610 640 400d4.9 560 510 680 700 3
26、60d3.7 660 420 700 720 400d5.5 560 570 740 760 360d4.3 640 470 760 800 400d1800 mm by 1500 mm by 175 mmc4.9 64 53 85 89 400d0.6 840 510 760 610 360d5.5 640 570 930 970 400d0.9 690 360d510 490 360d2100 mm by 2100 mm by 200 mmc1.2 to 1.8 640 360d420 440 360d0.6 1400 470 890 700 400d2.4 580 360d440 470
27、 360d0.9 970 400d610 570 400d3.0 580 360d510 530 360d1.2 to 1.8 840 400d530 570 400d3.7 580 360d570 610 360d2.4 710 400d570 610 400d4.3 580 400 660 680 360d3.0 690 400d640 680 400d4.9 560 440 720 740 360d3.7 690 400d720 760 400d5.5 560 490 780 830 360d4.3 690 440 780 830 400d1800 mm by 1800 mm by 17
28、5 mmc4.9 69 49 87 91 400d0.6 1200 470 830 660 360d2400 mm by 1200 mm by 200 mmc0.9 840 360d550 530 360d0.6 860 780 850 610 400d1.2 740 360d470 490 360d0.9 790 570 590 510 400d1.5 690 360d440 470 360d1.2 710 530 530 510 400d1.8 660 360d440 470 360d1.5 710 550 530 550 400d2.4 640 360d470 510 360d1.8 7
29、10 550 550 550 400d3.0 610 360d530 570 360d2.4 690 590 590 610 400d3.7 610 360d590 640 360d3.0 690 680 680 700 400d4.3 610 360d680 700 360d3.7 690 760 760 780 400d4.9 610 400 740 780 360d4.3 690 850 870 890 400d5.5 580 440 800 850 360d2400 mm by 1500 mm by 200 mmc2100 mm by 1200 mm by 200 mmc0.6 890
30、 720 910 680 400d0.6 810 640 720 530 400d0.9 790 530 660 570 400d0.9 690 440 490 440 400d1.2 710 490 570 570 400d1.2 690 400d420 420 400d1.5 710 510 570 610 400dContinued on next page. 2011 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is
31、a violation of applicable law.TS-4a M 259M-5 AASHTO Table 1Design Requirements for Precast Concrete Box Sections under Earth Dead and HS20 Live Load Conditionsa(Continued) Circumferential Reinforcement AreasbCircumferential Reinforcement AreasbDesign Earth Cover, maM, Min, mm As1As2As3As4Design Eart
32、h Cover, maM, Min,mm As1As2As3As41.8 690 510 590 610 400d1.2 840 490 680 680 470d2.4 690 550 640 680 400d1.5 810 510 700 720 470d3.0 690 610 740 760 400d1.8 790 530 720 760 470d3.7 690 680 830 870 400d2.4 790 550 780 830 470d2400 mm by 1800 mm by 200 mmc3.0 76 61 89 93 470d0.6 910 660 970 740 400d3.
33、7 760 700 990 1040 470d0.9 790 490 700 610 400d2700 mm by 2400 mm by 225 mmc1.2 760 470 610 610 400d0.6 1170 590 1080 830 470d1.5 740 490 610 660 400d0.9 990 490 800 720 470d1.8 710 470 640 660 400d1.2 910 470d720 720 470d2.4 690 510 680 720 400d1.5 860 490 740 780 470d3.0 690 570 780 830 400d1.8 84
34、0 510 740 800 470d3.7 690 640 890 910 400d2.4 810 530 800 870 470d2400 mm by 2100 mm by 200 mmc3.0 79 59 91 97 470d0.6 1040 590 1040 800 400d3.7 790 660 1040 1100 470d0.9 890 470 740 680 400d2700 mm by 2700 mm by 225 mmc1.2 810 420 660 660 400d0.6 1730 570 1140 890 470d1.5 790 440 660 700 400d0.9 11
35、40 470d850 760 470d1.8 760 440 660 720 400d1.2 1040 470d760 760 470d2.4 740 470 720 760 400d1.5 970 470d760 830 470d3.0 710 530 800 890 400d1.8 910 490 780 850 470d3.7 710 590 910 970 400d2.4 860 510 850 910 470d2400 mm by 2400 mm by 200 mmc3.0 84 55 95 102 470d0.6 1550 550 1080 850 400d3.7 840 610
36、1060 1140 470d0.9 1040 420 780 720 400d3000 mm by 1500 mm by 250 mmc1.2 910 400d680 700 400d0.6 1040 800 910 660 510d1.5 860 420 680 740 400d0.9 970 640 680 570 510d1.8 810 420 700 760 400d1.2 890 610 640 590 510d2.4 790 440 740 800 400d1.5 860 660 640 640 510d3.0 760 490 850 910 400d1.8 840 700 680
37、 700 510d3.7 740 550 930 1020 400d2.4 840 740 740 760 510d2700 mm by 1500 mm by 225 mmc3.0 84 85 85 87 510d0.6 970 760 910 660 470d3.7 840 950 950 970 510d0.9 860 590 680 570 470d4.3 840 1060 1060 1080 510d1.2 790 550 590 570 470d3000 mm by 1800 mm by 250 mmc1.5 790 590 610 610 470d0.6 1040 740 970
38、720 510d1.8 760 610 640 660 470d0.9 940 610 740 640 510d2.4 760 640 680 720 470d1.2 860 570 680 640 510d3.0 760 720 780 830 470d1.5 840 610 700 700 510d3.7 760 800 890 910 470d1.8 840 660 720 760 510d4.3 740 910 990 1020 470d2.4 840 700 780 830 510d2700 mm by 1800 mm by 225 mmc3.0 81 78 89 93 510d0.
39、6 970 700 970 720 470d3.7 810 870 1020 1060 510d0.9 860 550 720 610 470d4.3 810 970 1120 1160 510d1.2 810 510 660 610 470d3000 mm by 2100 mm by 250 mmc1.5 790 550 660 680 470d0.6 1070 680 1040 760 510d1.8 760 570 680 720 470d0.9 970 570 780 680 510d2.4 760 590 740 780 470d1.2 890 550 720 680 510d3.0
40、 760 660 850 870 470d1.5 860 570 740 740 510d3.7 740 740 950 990 470d1.8 860 610 760 800 510d2700 mm by 2100 mm by 225 mmc2.4 84 66 83 89 510d0.6 1040 640 1040 780 470d3.0 840 720 950 990 510d0.9 910 510 760 680 470d3.7 810 800 1060 1100 510dContinued on next page. 2011 by the American Association o
41、f State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-4a M 259M-6 AASHTO Table 1Design Requirements for Precast Concrete Box Sections under Earth Dead and HS20 Live Load Conditionsa(Continued) Circumferential Reinforcement AreasbCircumferen
42、tial Reinforcement AreasbDesign Earth Cover, maM, Min, mm As1As2As3As4Design Earth Cover, maM, Min,mm As1As2As3As43000 mm by 2400 mm by 250 mmc2.4 910 700 910 970 550d0.6 1140 660 1100 830 510d3.0 910 780 1020 1080 550d0.9 1020 550 830 720 510d3.7 890 870 1140 1210 550d1.2 940 530 760 740 510d4.3 89
43、0 950 1290 1350 550d1.5 910 550 780 800 510d3300 mm by 3000 mm by 275 mmc1.8 890 570 800 870 510d0.6 1420 640 1160 910 550d2.4 860 610 870 930 510d0.9 1220 550d890 800 550d3.0 840 680 990 1060 510d1.2 1120 550d830 800 550d3.7 840 760 1100 1160 510d1.5 1070 550d850 890 550d3000 mm by 2700 mm by 250 m
44、mc1.8 1020 590 890 950 550d0.6 1330 610 1140 890 510d2.4 990 640 950 1040 550d0.9 1120 510d870 780 510d3.0 970 720 1080 1160 550d1.2 1020 510d780 780 510d3.7 940 780 1210 1310 550d1.5 970 530 800 850 510d4.3 940 870 1350 1440 550d1.8 940 550 850 910 510d3300 mm by 3300 mm by 275 mmc2.4 910 590 910 9
45、70 510d0.6 2080 640 1210 950 550d3.0 890 660 1020 1100 510d0.9 1400 550d930 850 550d3.7 860 720 1140 1230 510d1.2 1220 550d870 850 550d3000 mm by 3000 mm by 250 mmc1.5 1170 550d890 910 550d0.6 1900 610 1190 930 510d1.8 1120 570 910 990 550d0.9 1270 510d910 830 510d2.4 1040 610 970 1080 550d1.2 1140
46、510d830 830 510d3.0 1020 700 1100 1210 550d1.5 1070 510d850 890 510d3.7 990 760 1230 1330 550d1.8 1020 530 870 950 510d4.3 990 850 1350 1480 550d2.4 970 570 930 1020 510d3600 mm by 1200 mm by 300 mmc3.0 940 640 1060 1140 510d0.6 1270 970 870 610d610d3.7 910 700 1160 1270 510d0.9 1190 800 660 610d610
47、d3300 mm by 1200 mm by 275 mmc1.2 1190 800 610d610d610d0.6 1140 930 850 570 550d1.5 1140 870 640 610d610d0.9 1090 740 640 550d550d1.8 1090 910 660 660 610d1.2 1070 740 590 550d550d2.4 1070 1040 740 760 610d1.5 990 780 610 590 550d3.0 1040 1160 850 870 610d1.8 970 830 640 640 550d3.7 1040 1310 950 97
48、0 610d2.4 970 910 700 720 550d4.3 1040 1480 1060 1080 610d3.0 940 1040 800 830 550d4.9 1040 1650 1160 1210 610d3.7 940 1160 910 930 550d3600 mm by 1800 mm by 300 mmc4.3 940 1310 1020 1040 550d0.6 1190 830 990 700 610d4.9 940 1460 1120 1140 550d0.9 1120 700 760 640 610d3300 mm by 1800 mm by 275 mmc1.
49、2 1040 700 720 660 610d0.6 1120 780 970 700 550d1.5 990 740 740 720 610d0.9 1040 660 740 640 550d1.8 990 800 780 780 610d1.2 970 640 700 640 550d2.4 990 890 870 910 610d1.5 910 680 720 700 550d3.0 990 990 990 1040 610d1.8 910 720 740 760 550d3.7 970 1120 1120 1160 610d2.4 910 780 830 870 550d4.3 970 1250 1250 1290 610d3.0 890 890 930 970 550d4.9 970 1380 1380 1420 610d3.7 890 970 1060 1100 550d3600 mm by 2400 mm by 300 mmc4.3 890 1100 1190 1230 550d0.6 1220 740 1100 800 610d4.9 890 1210 1310 13
