ASTM C1577-2013 Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts Storm Drains and Sewers Designed According to AASHTO LRFD《符合美国国家公路与运输协会标.pdf

1、Designation: C1577 12C1577 13Standard 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 the

2、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 reinfo

3、rced 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 LRFD

4、 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 specificat

5、ions. 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 in

6、ch-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 Concre

7、teA496/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 AggregatesC150

8、 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 Use

9、 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-Reinfo

10、rced 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 Specifications1 This specification is

11、 under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on AcceptanceSpecifications and Precast Concrete Box Sections.Current edition approved Nov. 1, 2012Feb. 15, 2013. Published November 2012 March 2013. Originally approved in 2005. La

12、st previous edition approved in 20112012as C1577 11a.C1577 12. DOI: 10.1520/C1577-12.10.1520/C1577-13.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards D

13、ocument Summary page on the ASTM website.3 Available from American Association of State Highway and Transportation Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,http:/www.transportation.org.This document is not an ASTM standard and is intended only to provide the user o

14、f an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as pu

15、blished by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States12.3 ASCE Standard:4ASCE 2697 Standard Practice for Direct Design of Buried Precast Concrete Box Sections3. Terminology3.1 Defini

16、tionsFor 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 be legibly marked withthe specification designation, span, rise, and design earth cover.TABLE 1 Design Req

17、uirements for Precast Concrete Box Sections Under Earth, Dead and HL-93 Live Load 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

18、2Concrete design strength 5000 psi.NOTE 3Steel areas are based on an HL-93 live load without the lane load as permitted byAASHTO, 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 se

19、ction. Design requirements are based on the material and soilproperties, loading 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 typ

20、ical section shown in Fig. 1.NOTE 6The top section designation, for example, 3 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 p

21、rohibited from interpolating steel area requirements or submittingindependent 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

22、 moment in these areas. This distance is based on the location where the negative 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

23、one-half the length of the slab.NOTE 9(Advisory)The reinforcing areas are based 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 t

24、hose in the table.3 ft by 2 ft by 4 in.DesignEarthCover, ftCircumferential Reinforcement 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

25、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 0.30 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.

26、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 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 Are

27、as, in.2/ftAs1 As2 As3 As4 As5 As6 As7 As8 “M,” in.4 Available from American Society of Civil Engineers (ASCE), 1801 Alexander Bell Dr., Reston, VA 20191, http:/www.asce.org.C1577 13202A 0.18 0.27 0.15 0.12 0.18 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

28、3815 0.14 0.16 0.16 0.12 3820 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 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.

29、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 3825 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

30、.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 0.12 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

31、.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 0.19 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.

32、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, ftCircumferential 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 0.14 451

33、0 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 slab 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.

34、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 0.15 0.31 0.32 0.14 3525 0.18 0.38 0.39 0.14 3530 0.21 0.46 0.47 0.14 35C1577 133A Top slab 8 in., bottom slab 7 in.6 ft by 3 ft by 7 in.DesignEarthCover, ftCircumferent

35、ial 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 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 sla

36、b 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.02A 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 3

37、825 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 Reinforcement 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

38、.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 by 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.

39、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 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

40、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 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

41、 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 0.24 0.21 0.19 4310 0.19 0.25 0.26 0.19 43C1577 13415 0.21 0.32 0.33 0.19 4120 0.27 0.41 0.42 0.19 4125 0.33 0.51 0.52 0.19 4130 0.40 0.61 0.62 0.19 417 ft by 6 ft by 8

42、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 0.19 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 41

43、30 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 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

44、 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 Reinforcement 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

45、.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 Areas, 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 0.1

46、9 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, in.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

47、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/ftAs1 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.

48、45 0.47 0.19 4120 0.33 0.57 0.60 0.19 41C1577 1358 ft by 8 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 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

49、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 As2 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 Areas, 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 0.3