ASTM C1577-2018 Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts Storm Drains and Sewers Designed According to AASHTO LRFD.pdf

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1、Designation: C1577 17C1577 18Standard 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.1.3 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of Internat

7、ional Standards, Guides and Recommendations issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for ConcreteA615/A615M Specific

8、ation for Deformed and Plain Carbon-Steel Bars for Concrete ReinforcementA706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete ReinforcementC33/C33M Specification for Concrete AggregatesC150/C150M Specification for Portland CementC260/C260M Specification for Air-Entrainin

9、g Admixtures for ConcreteC309 Specification for Liquid Membrane-Forming Compounds for Curing ConcreteC494/C494M Specification for Chemical Admixtures for ConcreteC497 Test Methods for Concrete Pipe, Manhole Sections, or TileC595/C595M Specification for Blended Hydraulic CementsC618 Specification for

10、 Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteC822 Terminology Relating to Concrete Pipe and Related ProductsC989/C989M Specification for Slag Cement for Use in Concrete and MortarsC990 Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Prefo

11、rmed Flexible Joint SealantsC1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing ConcreteC1116/C1116M Specification for Fiber-Reinforced ConcreteC1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement ConcreteC1619 Specification for Elastomer

12、ic Seals for Joining Concrete StructuresC1675 Practice for Installation of Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers1 This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee

13、C13.07 on AcceptanceSpecifications and Precast Concrete Box Sections.Current edition approved Jan. 1, 2017Sept. 15, 2018. Published January 2017October 2018. Originally approved in 2005. Last previous edition approved in 20162017 asC1577 16.C1577 17. DOI: 10.1520/C1577-16A.10.1520/C1577-18.2 For ref

14、erencedASTM 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 Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide

15、the user of 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 stan

16、dard as published 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 States1C1677 Specification for Joints for Concrete Box, Using Rubber Gaskets2.2 AASHTO Standards:3AASHTO LRFD Bridge Design S

17、pecificationsAASHTO LRFD Bridge Construction Specifications2.3 ASCE Standard:4ASCE 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 reinforce

18、d 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 Requirements for Precast Concrete Box Sections Under Earth, Dead and HL-93 Live Load ConditionsNOTE 1Design earth lo

19、ads 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 load without the lane load as per

20、mitted 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 section. Design requirements are based on the material and soilproperties, loading data, and typical section as inc

21、luded 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 ft by 2 ft by 4 in. indicates (int

22、erior 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 designs for fill heights between no

23、ted 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 negative moment in the slab becomes zero

24、, 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 based on 4 inch circumferential wire sp

25、acing. 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 Reinforcement Areas, in.2/ftAs1 As2 As

26、3 As4 As5 As7 As8 “M,” in.02A 0.17 0.25 0.16 0.10 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 0.30 0.10 31A Top slab 7 in., bottom slab 6 in.

27、3 ft by 3 ft by 4 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02A 0.17 0.27 0.17 0.10 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 0.15 0.10 3120 0.10 0.18 0.19 0.10 3125 0.10 0.23 0.

28、23 0.10 313 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.4 Available from American Society of Civil Engineers (ASCE), 1801 Alexander Bell Dr., Reston, VA 20191, http:/w

29、ww.asce.org.C1577 18230 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.C1577 1834 ft by 2 ft by 5 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02A 0.18 0.27 0.15 0.12 0.18 0.18 0.1423 0.18 0.19 0.17 0.12 383

30、-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 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 As7 As8

31、“M,” in.02A 0.18 0.31 0.18 0.12 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 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, ft

32、Circumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02A 0.18 0.33 0.20 0.12 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

33、slab 7.5 in., bottom slab 6 in.5 ft by 2 ft by 6 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02A 0.19 0.27 0.18 0.14 0.19 0.19 0.1723 0.22 0.20 0.16 0.14 443-5 0.16 0.14 0.14 0.14 4410 0.15 0.14 0.14 0.14 3615 0.20 0.18 0.18 0.14 3620 0.26 0

34、.23 0.24 0.14 3625 0.33 0.29 0.29 0.14 3630 0.39 0.34 0.35 0.14 36A Top slab 8 in., bottom slab 7 in.5 ft by 3 ft by 6 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02A 0.19 0.31 0.21 0.14 0.19 0.19 0.1723 0.18 0.24 0.19 0.14 453-5 0.14 0.17 0

35、.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.C1577 1845 ft by 4 ft by 6 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in

36、.02A 0.19 0.33 0.24 0.14 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 slab 8 in., bottom slab 7 in.5 ft by 5 ft by 6 in.DesignEarthCover, ftCircumfer

37、ential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02A 0.19 0.35 0.26 0.14 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 35A Top slab 8 in

38、., bottom slab 7 in.6 ft by 2 ft by 7in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02A 0.23 0.27 0.19 0.17 0.19 0.19 0.1723 0.25 0.21 0.17 0.17 433-5 0.20 0.17 0.17 0.17 4310 0.20 0.17 0.17 0.17 3915 0.26 0.20 0.20 0.17 3920 0.34 0.26 0.26 0.1

39、7 3925 0.43 0.32 0.32 0.17 3930 0.52 0.38 0.39 0.17 39A Top slab 8 in.6 ft by 3 ft by 7 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02A 0.20 0.31 0.22 0.17 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.

40、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 As7 As8 “M,” in.02A 0.19 0.34 0.25 0.17 0.19 0.19 0.1723 0.19 0.27 0.21 0.

41、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 Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02A 0.1

42、9 0.37 0.28 0.17 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 39C1577 18515 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 Reinforceme

43、nt Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02A 0.19 0.38 0.30 0.17 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 0.48 0.17 3830 0.27 0.55 0.57 0.17 38A Top slab 8 in.7 ft by 2 ft by 8

44、 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02 0.27 0.28 0.19 0.19 0.19 0.19 0.1923 0.31 0.21 0.20 0.19 583-5 0.23 0.19 0.19 0.19 4710 0.25 0.19 0.19 0.19 4715 0.33 0.22 0.22 0.19 4320 0.43 0.28 0.29 0.19 4325 0.54 0.35 0.35 0.19 4330 0.65

45、0.42 0.42 0.19 437 ft by 3 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02 0.23 0.31 0.22 0.19 0.19 0.19 0.1923 0.27 0.25 0.24 0.19 473-5 0.19 0.19 0.19 0.19 4310 0.21 0.20 0.21 0.19 4315 0.28 0.26 0.27 0.19 4320 0.36 0.34 0.35 0.19 4

46、325 0.45 0.42 0.43 0.19 4330 0.54 0.50 0.51 0.19 437 ft by 4 ft by 8 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02 0.21 0.34 0.25 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.

47、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 As7 As8 “M,” in.02 0.19 0.36 0.27 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 0.1

48、9 0.25 0.26 0.19 4315 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 in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1 As2 As3 As4 As5 As7 As8 “M,” in.02 0.19 0.38 0.30 0.19 0.19 0.19 0.1923 0.19 0.33 0.34 0.19

49、593-5 0.19 0.25 0.23 0.19 4710 0.19 0.26 0.27 0.19 43C1577 18615 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 As7 As8 “M,” in.02 0.19 0.40 0.33 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 2 ft by 8 in.DesignEarthCover, ftCircumferential Reinforce