ASTM C1577-2013a 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.pdf

1、Designation: C1577 13aStandard 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 year of

2、original 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 reinforcedcon

3、crete box sections cast monolithically and intended to beused for the construction of culverts and for the conveyance ofstorm water, industrial wastes and sewage.NOTE 1This specification is primarily a manufacturing and purchas-ing specification. However, standard designs per the AASHTO LRFDBridge D

4、esign Specifications are included and the criteria used to developthese designs are given in Appendix X1. The successful performance ofthis product depends upon the proper selection of the box section,bedding, backfill, and care that the installation conforms to the construc-tion specifications. The

5、 purchaser of the precast reinforced concrete boxsections specified herein is cautioned that proper correlation of the loadingconditions and the field requirements with the box section specified, andprovision for inspection at the construction site, are required.1.2 The values stated in inch-pound u

6、nits are to be regardedas standard. No other units of measurement are included in thisstandard.2. Referenced Documents2.1 ASTM Standards:2A1064/A1064M Specification for Carbon-Steel Wire andWelded Wire Reinforcement, Plain and Deformed, forConcreteA615/A615M Specification for Deformed and Plain Carb

7、on-Steel Bars for Concrete ReinforcementC33 Specification for Concrete AggregatesC150 Specification for Portland CementC309 Specification for Liquid Membrane-Forming Com-pounds for Curing ConcreteC497 Test Methods for Concrete Pipe, Manhole Sections, orTileC595 Specification for Blended Hydraulic Ce

8、mentsC618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC822 Terminology Relating to Concrete Pipe and RelatedProductsC989 Specification for Slag Cement for Use in Concrete andMortarsC990 Specification for Joints for Concrete Pipe, Manholes,and Precast Box Sec

9、tions Using Preformed Flexible JointSealantsC1116 Specification for Fiber-Reinforced Concrete andShotcreteC1619 Specification for Elastomeric Seals for Joining Con-crete StructuresC1677 Specification for Joints for Concrete Box, UsingRubber Gaskets2.2 AASHTO Standards:3AASHTO LRFD Bridge Design Spec

10、ificationsAASHTO LRFD Bridge Construction Specifications2.3 ASCE Standard:4ASCE 2697 Standard Practice for Direct Design of BuriedPrecast Concrete Box Sections3. Terminology3.1 DefinitionsFor definitions of terms relating to concretepipe, see Terminology C822.4. Designation4.1 Precast reinforced con

11、crete box sections manufacturedin accordance with this specification shall be legibly markedwith the specification designation, span, rise, and design earthcover.1This specification is under the jurisdiction of ASTM Committee C13 onConcrete Pipe and is the direct responsibility of Subcommittee C13.0

12、7 onAcceptance Specifications and Precast Concrete Box Sections.Current edition approved July 1, 2013. Published July 2013. Originally approvedin 2005. Last previous edition approved in 2013 as C1577 13. DOI: 10.1520/C1577-13A.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orc

13、ontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from American Association of State Highway and TransportationOfficials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washing

14、ton, DC 20001,http:/www.transportation.org.4Available from American Society of Civil Engineers (ASCE), 1801 AlexanderBell Dr., Reston, VA 20191, http:/www.asce.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1TABLE 1 Design Require

15、ments 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 2Con

16、crete 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 sectio

17、n. 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 typical

18、 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 prohi

19、bited 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 As1shall be extended into the top and bottom slabs if it is used asreinforcement for the negative mome

20、nt 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 one-h

21、alf 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 those

22、in the table.3ftby2ftby4in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.17 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

23、.21 0.21 0.10 3130 0.17 0.25 0.25 0.10 3135 0.20 0.29 0.30 0.10 31ATopslab7in.,bottomslab6in.3ftby3ftby4in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.17 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

24、.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 31ATopslab7in.,bottomslab6in.4ftby2ftby5in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.18 0.27 0.15

25、 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 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 38ATop slab 7.5 in., bottom slab 6 in.C1577 13a24ftby3ftby5in.DesignEarthCover, ftCircumferential Rei

26、nforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.18 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 3825 0.17 0.29 0.29 0.12 3830 0.21 0.35 0.35 0.12 38ATop slab 7.5 in., bottom

27、 slab 6 in.4ftby4ftby5in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.18 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 0.3

28、1 0.31 0.12 3830 0.17 0.37 0.37 0.12 38ATop slab 7.5 in., bottom slab 6 in.5ftby2ftby6in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.19 0.27 0.18 0.14 0.19 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

29、 3615 0.20 0.18 0.18 0.14 3620 0.26 0.23 0.24 0.14 3625 0.33 0.29 0.29 0.14 3630 0.39 0.34 0.35 0.14 36ATopslab8in.,bottomslab7in.5ftby3ftby6in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.19 0.31 0.21 0.14 0.19 0.19 0.19 0.1723 0.18 0.24 0.19

30、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 35ATopslab8in.,bottomslab7in.5ftby4ftby6in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.

31、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 35ATopslab8in.,bottomslab7in.C1577 13a35ftby5ftby6in.DesignEarthCover, ftCircumferential

32、Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.19 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 0.15 0.31 0.32 0.14 3525 0.18 0.38 0.39 0.14 3530 0.21 0.46 0.47 0.14 35ATopslab8in.,bottomsla

33、b7in.6ftby2ftby7in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.23 0.27 0.19 0.17 0.19 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 0.17 3925 0.43 0.32 0.32

34、 0.17 3930 0.52 0.38 0.39 0.17 39ATopslab8in.6ftby3ftby7in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.20 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

35、 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 38ATopslab8in.6ftby4ftby7in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.19 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

36、 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 38ATopslab8in.6ftby5ftby7in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.19 0.37 0.28 0.17 0.19 0.19 0.19 0.1723 0.17 0.30 0.24 0.17

37、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 38ATopslab8in.6ftby6ftby7in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.19 0.38 0.30 0.17 0.

38、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 43C1577 13a415 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 38ATopslab8in.7ftby2ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2A

39、s3As4As5As6As7As8“M,” in.02 0.27 0.28 0.19 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 0.42 0.42 0.19 437ftby3ftby8in.DesignEarthCover, ftCircumferential Reinfor

40、cement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02 0.23 0.31 0.22 0.19 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 4325 0.45 0.42 0.43 0.19 4330 0.54 0.50 0.51 0.19 437ftby4ftby8in.DesignEarthCove

41、r, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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

42、ftby5ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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 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

43、4130 0.40 0.61 0.62 0.19 417ftby6ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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.

44、19 4125 0.29 0.53 0.55 0.19 4130 0.35 0.64 0.65 0.19 417ftby7ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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

45、 0.19 43C1577 13a520 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 418ftby2ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02 0.35 0.31 0.21 0.19 0.19 0.19 0.19 0.1923 0.40 0.25 0.23 0.19 643-5 0.32 0.20 0.20 0.19 5510 0

46、.34 0.21 0.22 0.19 5015 0.45 0.28 0.28 0.19 5020 0.59 0.36 0.37 0.19 5025 0.74 0.45 0.45 0.19 508ftby3ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02 0.31 0.35 0.25 0.19 0.19 0.19 0.19 0.1923 0.35 0.29 0.28 0.19 553-5 0.28 0.23 0.24 0.19 501

47、0 0.29 0.25 0.26 0.19 4515 0.39 0.33 0.34 0.19 4520 0.51 0.43 0.44 0.19 4525 0.63 0.53 0.54 0.19 458ftby4ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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

48、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 418ftby5ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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.

49、19 4515 0.30 0.41 0.42 0.19 4120 0.39 0.52 0.54 0.19 418ftby6ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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 418ftby7ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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