ASTM C1577-2012 Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts Storm Drains and Sewers Designed According to AASHTO LRFD《符合AASHTO LRFD设.pdf

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1、Designation: C1577 11a C1577 12Standard Specification forPrecast Reinforced Concrete Monolithic Box Sections forCulverts, Storm Drains, and Sewers Designed According toAASHTO LRFD1This standard is issued under the fixed designation C1577; the number immediately following the designation indicates th

2、e year oforiginal adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers single-cell precast rein

3、forced concrete box sections cast monolithically and intended to be used forthe construction of culverts and for the conveyance of storm water, industrial wastes and sewage.NOTE 1This specification is primarily a manufacturing and purchasing specification. However, standard designs per the AASHTO LR

4、FD BridgeDesign Specifications are included and the criteria used to develop these designs are given in Appendix X1. The successful performance of this productdepends upon the proper selection of the box section, bedding, backfill, and care that the installation conforms to the construction specific

5、ations. Thepurchaser of the precast reinforced concrete box sections specified herein is cautioned that proper correlation of the loading conditions and the fieldrequirements with the box section specified, and provision for inspection at the construction site, are required.1.2 The values stated in

6、inch-pound units are to be regarded as standard. No other units of measurement are included in thisstandard.2. Referenced Documents2.1 ASTM Standards:2A82/A82M Specification for Steel Wire, Plain, for Concrete ReinforcementA185/A185M Specification for Steel Welded Wire Reinforcement, Plain, for Conc

7、reteA496/A496M Specification for Steel Wire, Deformed, for Concrete ReinforcementA497/A497M Specification for Steel Welded Wire Reinforcement, Deformed, for ConcreteA615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementC33 Specification for Concrete AggregatesC1

8、50 Specification for Portland CementC309 Specification for Liquid Membrane-Forming Compounds for Curing ConcreteC497 Test Methods for Concrete Pipe, Manhole Sections, or TileC595 Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for U

9、se in ConcreteC822 Terminology Relating to Concrete Pipe and Related ProductsC989 Specification for Slag Cement for Use in Concrete and MortarsC990 Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint SealantsC1116 Specification for Fiber-Rein

10、forced Concrete and ShotcreteC1619 Specification for Elastomeric Seals for Joining Concrete StructuresC1677 Specification for Joints for Concrete Box, Using Rubber Gaskets2.2 AASHTO Standards:3AASHTO LRFD Bridge Design SpecificationsAASHTO LRFD Bridge Construction Specifications2.3 ASCE Standard:4AS

11、CE 2697 Standard Practice for Direct Design of Buried Precast Concrete Box Sections3. Terminology3.1 DefinitionsFor definitions of terms relating to concrete pipe, see Terminology C822.4. Designation4.1 Precast reinforced concrete box sections manufactured in accordance with this specification shall

12、 be legibly marked withthe specification designation, span, rise, and design earth cover.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1TABLE 1 Design Requirements for Precast Concrete Box Sections Under Earth, Dead and HL-93 Live Lo

13、ad ConditionsNOTE 1Design earth loads and reinforcement areas are based on the weight of a column of earth over the width of the box section multiplied by asoil structure interaction factor as defined in Appendix X1.NOTE 2Concrete design strength 5000 psi.NOTE 3Steel areas are based on an HL-93 live

14、 load without the lane load as permitted by AASHTO, using either the design truck or the design tandemand taking the controlling case.NOTE 4The design earth cover indicated is the height of fill above the top of the box section. Design requirements are based on the material and soilproperties, loadi

15、ng data, and typical section as included in Appendix X1. For alternative or special designs, see 7.2.NOTE 5Design steel area in square inches per linear foot of box section at those locations which are indicated on the typical section shown in Fig. 1.NOTE 6The top section designation, for example, 3

16、 ft by 2 ft by 4 in. indicates (interior horizontal span in feet) by (interior vertical rise in feet) by(wall and slab thickness in inches).NOTE 7In accordance with the acceptance criteria in 7.2, the manufacturer is not prohibited from interpolating steel area requirements or submittingindependent

17、designs for fill heights between noted increments.NOTE 8The “M” dimension given in the tables is the required distance that As1 shall be extended into the top and bottom slabs if it is used asreinforcement for the negative moment in these areas. This distance is based on the location where the negat

18、ive moment in the slab becomes zero, plusan additional development length. Because the live load can be applied at any location along the top slab as the truck drives over it, it is possible forthe “M” dimension to exceed one-half the length of the slab.NOTE 9(Advisory)The reinforcing areas are base

19、d on 4 inch circumferential wire spacing. Under design conditions where crack control governs,an analysis following the design criteria in Table X1.1 with closer steel spacing may result in a reduction in steel area over those in the table.3 ft by 2 ft by 4 in.DesignEarthCover, ftCircumferential Rei

20、nforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.17 0.25 0.16 0.10 0.17 0.17 0.17 0.1423 0.13 0.19 0.18 0.10 313-5 0.10 0.11 0.12 0.10 3110 0.10 0.10 0.10 0.10 3115 0.10 0.13 0.13 0.10 3120 0.11 0.17 0.17 0.10 3125 0.14 0.21 0.21 0.10 3130 0.17 0.25 0.25 0.10 3135 0.20 0.29 0.3

21、0 0.10 31A Top slab 7 in., bottom slab 6 in.3 ft by 3 ft by 4 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.17 0.27 0.17 0.10 0.17 0.17 0.17 0.1423 0.10 0.22 0.21 0.10 313-5 0.10 0.14 0.14 0.10 3110 0.10 0.11 0.11 0.10 3115 0.10 0.14

22、 0.15 0.10 3120 0.10 0.18 0.19 0.10 3125 0.10 0.23 0.23 0.10 3130 0.12 0.27 0.28 0.10 3135 0.14 0.32 0.32 0.10 31A Top slab 7 in., bottom slab 6 in.4 ft by 2 ft by 5 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.18 0.27 0.15 0.12 0.1

23、8 0.18 0.18 0.1423 0.18 0.19 0.17 0.12 383-5 0.13 0.13 0.13 0.12 3810 0.12 0.12 0.12 0.12 3815 0.14 0.16 0.16 0.12 381 This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on AcceptanceSpecifications and Precast C

24、oncrete Box Sections.Current edition approved Nov. 1, 2011Nov. 1, 2012. Published November 2011 November 2012. Originally approved in 2005. Last previous edition approved in 2011 asC1577 11.C1577 11a. DOI: 10.1520/C1577-11A.10.1520/C1577-12.2 For referenced ASTM standards, visit the ASTM website, ww

25、w.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3 Available from American Association of State Highway and Transportation Officials (AASHTO), 444 N. Capitol St., NW,

26、 Suite 249, Washington, DC 20001,http:/www.transportation.org.4 Available from American Society of Civil Engineers (ASCE), 1801 Alexander Bell Dr., Reston, VA 20191, http:/www.asce.org.C1577 12220 0.18 0.20 0.21 0.12 3825 0.23 0.25 0.25 0.12 3830 0.28 0.30 0.30 0.12 38A Top slab 7.5 in., bottom slab

27、 6 in.4 ft by 3 ft by 5 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.18 0.31 0.18 0.12 0.18 0.18 0.18 0.1423 0.15 0.23 0.20 0.12 383-5 0.12 0.16 0.16 0.12 3810 0.12 0.14 0.14 0.12 3815 0.12 0.18 0.18 0.12 3820 0.14 0.23 0.24 0.12 38

28、25 0.17 0.29 0.29 0.12 3830 0.21 0.35 0.35 0.12 38A Top slab 7.5 in., bottom slab 6 in.4 ft by 4 ft by 5 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.18 0.33 0.20 0.12 0.18 0.18 0.18 0.1423 0.12 0.26 0.23 0.12 383-5 0.12 0.18 0.18 0

29、.12 3810 0.12 0.15 0.15 0.12 3815 0.12 0.19 0.20 0.12 3820 0.12 0.25 0.25 0.12 3825 0.14 0.31 0.31 0.12 3830 0.17 0.37 0.37 0.12 38A Top slab 7.5 in., bottom slab 6 in.5 ft by 3 ft by 6 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.1

30、9 0.31 0.21 0.14 0.19 0.19 0.19 0.1723 0.18 0.24 0.19 0.14 453-5 0.14 0.17 0.16 0.14 3610 0.14 0.16 0.17 0.14 3615 0.16 0.21 0.22 0.14 3520 0.21 0.27 0.28 0.14 3525 0.26 0.34 0.34 0.14 3530 0.31 0.41 0.41 0.14 35A Top slab 8 in., bottom slab 7 in.5 ft by 4 ft by 6 in.DesignEarthCover, ftCircumferent

31、ial Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.19 0.33 0.24 0.14 0.19 0.19 0.19 0.1723 0.16 0.27 0.22 0.14 453-5 0.14 0.19 0.18 0.14 4510 0.14 0.18 0.18 0.14 3615 0.14 0.23 0.24 0.14 3520 0.17 0.30 0.31 0.14 3525 0.21 0.37 0.38 0.14 3530 0.25 0.44 0.45 0.14 35A Top sla

32、b 8 in., bottom slab 7 in.5 ft by 5 ft by 6 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.19 0.35 0.26 0.14 0.19 0.19 0.19 0.1723 0.14 0.29 0.24 0.14 453-5 0.14 0.21 0.20 0.14 4510 0.14 0.19 0.20 0.14 4515 0.14 0.24 0.25 0.14 3620 0.

33、15 0.31 0.32 0.14 3525 0.18 0.38 0.39 0.14 3530 0.21 0.46 0.47 0.14 35A Top slab 8 in., bottom slab 7 in.6 ft by 3 ft by 7 in.C1577 123DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.20 0.31 0.22 0.17 0.19 0.19 0.19 0.1723 0.21 0.24 0.19

34、0.17 433-5 0.17 0.18 0.17 0.17 3910 0.17 0.18 0.19 0.17 3915 0.22 0.24 0.24 0.17 3820 0.28 0.31 0.31 0.17 3825 0.35 0.38 0.39 0.17 3830 0.42 0.46 0.46 0.17 38A Top slab 8 in.6 ft by 4 ft by 7 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.0

35、2A 0.19 0.34 0.25 0.17 0.19 0.19 0.19 0.1723 0.19 0.27 0.21 0.17 433-5 0.17 0.21 0.19 0.17 3910 0.17 0.20 0.21 0.17 3915 0.18 0.27 0.27 0.17 3820 0.24 0.34 0.35 0.17 3825 0.29 0.43 0.42 0.17 3830 0.35 0.51 0.52 0.17 38A Top slab 8 in.6 ft by 5 ft by 7 in.DesignEarthCover, ftCircumferential Reinforce

36、ment Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.19 0.37 0.28 0.17 0.19 0.19 0.19 0.1723 0.17 0.30 0.24 0.17 433-5 0.17 0.23 0.21 0.17 4310 0.17 0.22 0.23 0.17 3915 0.17 0.28 0.29 0.17 3820 0.20 0.37 0.38 0.17 3825 0.25 0.45 0.46 0.17 3830 0.30 0.54 0.55 0.17 38A Top slab 8 in.6 ft b

37、y 6 ft by 7 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02A 0.19 0.38 0.30 0.17 0.19 0.19 0.19 0.1723 0.17 0.32 0.26 0.17 523-5 0.17 0.24 0.22 0.17 5210 0.17 0.23 0.24 0.17 4315 0.17 0.29 0.31 0.17 3920 0.18 0.38 0.39 0.17 3925 0.23 0.46

38、 0.48 0.17 3830 0.27 0.55 0.57 0.17 38A Top slab 8 in.7 ft by 4 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.21 0.34 0.25 0.19 0.19 0.19 0.19 0.1923 0.23 0.28 0.28 0.19 433-5 0.19 0.22 0.19 0.19 4310 0.19 0.23 0.23 0.19 4315

39、0.24 0.30 0.30 0.19 4120 0.31 0.38 0.39 0.19 4125 0.38 0.47 0.48 0.19 4130 0.46 0.57 0.57 0.19 417 ft by 5 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.19 0.36 0.27 0.19 0.19 0.19 0.19 0.1923 0.21 0.31 0.31 0.19 473-5 0.19 0.

40、24 0.21 0.19 4310 0.19 0.25 0.26 0.19 4315 0.21 0.32 0.33 0.19 4120 0.27 0.41 0.42 0.19 41C1577 12425 0.33 0.51 0.52 0.19 4130 0.40 0.61 0.62 0.19 417 ft by 6 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.19 0.38 0.30 0.19 0.1

41、9 0.19 0.19 0.1923 0.19 0.33 0.34 0.19 593-5 0.19 0.25 0.23 0.19 4710 0.19 0.26 0.27 0.19 4315 0.19 0.34 0.35 0.19 4120 0.24 0.43 0.45 0.19 4125 0.29 0.53 0.55 0.19 4130 0.35 0.64 0.65 0.19 417 ft by 7 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6

42、 As7 As8 “M,” in.02 0.19 0.40 0.33 0.19 0.19 0.19 0.19 0.1923 0.19 0.36 0.37 0.19 593-5 0.19 0.27 0.25 0.19 5910 0.19 0.27 0.29 0.19 4715 0.19 0.35 0.37 0.19 4320 0.22 0.44 0.46 0.19 4325 0.27 0.54 0.57 0.19 4330 0.32 0.65 0.67 0.19 418 ft by 4 ft by 8 in.DesignEarthCover, ftCircumferential Reinforc

43、ement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.27 0.38 0.29 0.19 0.19 0.19 0.19 0.1923 0.31 0.34 0.32 0.19 503-5 0.25 0.27 0.27 0.19 5010 0.26 0.28 0.29 0.19 4515 0.34 0.37 0.38 0.19 4120 0.44 0.48 0.49 0.19 418 ft by 5 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement A

44、reas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.24 0.40 0.32 0.19 0.19 0.19 0.19 0.1923 0.28 0.37 0.35 0.19 503-5 0.23 0.29 0.30 0.19 4510 0.23 0.31 0.32 0.19 4515 0.30 0.41 0.42 0.19 4120 0.39 0.52 0.54 0.19 418 ft by 6 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement Areas, i

45、n.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.22 0.42 0.35 0.19 0.19 0.19 0.19 0.1923 0.25 0.40 0.38 0.19 503-5 0.21 0.32 0.33 0.19 5010 0.22 0.33 0.34 0.19 4515 0.28 0.43 0.45 0.19 4120 0.36 0.55 0.57 0.19 418 ft by 7 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftA

46、s1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.20 0.44 0.37 0.19 0.19 0.19 0.19 0.1923 0.23 0.43 0.41 0.19 553-5 0.19 0.34 0.35 0.19 5510 0.20 0.34 0.36 0.19 5015 0.26 0.45 0.47 0.19 4120 0.33 0.57 0.60 0.19 41C1577 1258 ft by 8 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/f

47、tAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.20 0.45 0.40 0.19 0.19 0.19 0.19 0.1923 0.21 0.45 0.44 0.19 653-5 0.19 0.36 0.38 0.19 6510 0.19 0.35 0.38 0.19 5515 0.24 0.46 0.49 0.19 4520 0.31 0.59 0.62 0.19 459 ft by 5 ft by 9 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As

48、2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.28 0.38 0.31 0.22 0.22 0.22 0.22 0.2223 0.32 0.38 0.34 0.22 543-5 0.25 0.30 0.30 0.22 4910 0.28 0.33 0.34 0.22 4915 0.36 0.43 0.45 0.22 4420 0.47 0.56 0.57 0.22 4425 0.58 0.69 0.71 0.22 449 ft by 6 ft by 9 in.DesignEarthCover, ftCircumferential Reinforcement Ar

49、eas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.25 0.40 0.34 0.22 0.22 0.22 0.22 0.2223 0.29 0.41 0.38 0.22 543-5 0.23 0.33 0.33 0.22 4910 0.26 0.35 0.37 0.22 4915 0.33 0.46 0.48 0.22 4420 0.42 0.60 0.61 0.22 4425 0.52 0.74 0.75 0.22 449 ft by 7 ft by 9 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.02 0.23 0.42 0.36 0.22 0.22 0.22 0.22 0.2223 0.26 0.44 0.41 0.22 593-5 0.22 0.35 0.35 0.22 5410 0.24 0.37 0.39 0.22 4915 0.31 0.48 0.51 0.22 4420 0.39 0.62 0.65 0.22 449 ft by 8 ft by 9 in.Desig