1、Designation: C 1577 08Standard Specification forPrecast Reinforced Concrete Monolithic Box Sections forCulverts, Storm Drains, and Sewers Designed According toAASHTO LRFD1This standard is issued under the fixed designation C 1577; the number immediately following the designation indicates the year o
2、foriginal 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 reinforcedco
3、ncrete 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
4、Design 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. Th
5、e 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
6、units are to be regardedas standard. No other units of measurement are included in thisstandard.2. Referenced Documents2.1 ASTM Standards:2A 82/A 82M Specification for Steel Wire, Plain, for Con-crete ReinforcementA 185/A 185M Specification for Steel Welded Wire Rein-forcement, Plain, for ConcreteA
7、496/A 496M Specification for Steel Wire, Deformed, forConcrete ReinforcementA 497/A 497M Specification for Steel Welded Wire Rein-forcement, Deformed, for ConcreteA 615/A 615M Specification for Deformed and PlainCarbon-Steel Bars for Concrete ReinforcementC33 Specification for Concrete AggregatesC 1
8、50 Specification for Portland CementC 309 Specification for Liquid Membrane-Forming Com-pounds for Curing ConcreteC 497 Test Methods for Concrete Pipe, Manhole Sections,or TileC 595 Specification for Blended Hydraulic CementsC 618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan fo
9、r Use in ConcreteC 822 Terminology Relating to Concrete Pipe and RelatedProductsC 989 Specification for Ground Granulated Blast-FurnaceSlag for Use in Concrete and MortarsC 1116 Specification for Fiber-Reinforced Concrete andShotcrete2.2 AASHTO Standards:3AASHTO LRFD Bridge Design SpecificationsAASH
10、TO 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 con-crete pipe, see Terminology C 822.4. Designation4.1 Precast reinforced concrete box s
11、ections 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 C13.07 onAccepta
12、nce Specifications and Precast Concrete Box Sections.Current edition approved Oct. 1, 2008. Published November 2008. Originallyapproved in 2005. Last previous edition approved in 2007 as C 1577 07a.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service
13、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, Washington, DC 20001,http:/www.trans
14、portation.org.4Available from American Society of Civil Engineers (ASCE), 1801 AlexanderBell Dr., Reston, VA 20191, http:/www.asce.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.TABLE 1 Design Requirements for Precast Concrete B
15、ox 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 2Concrete design strength 5000 p
16、si.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 section. Design requirements are b
17、ased 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 section shown in Fig. 1.NOT
18、E 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 prohibited from interpolating ste
19、el 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 moment in these areas. This dist
20、ance 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-half the length of the slab.N
21、OTE 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 in the table.3ftby2ftby4in.D
22、esignEarthCover, 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 0.21 0.21 0.10 3130 0.17 0.25
23、 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 0.10 0.11 0.11 0.10 3115 0.10
24、 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 0.12 0.18 0.18 0.18 0.1423
25、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.C15770824ftby3ftby5in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As
26、2As3As4As5As6As7As8“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 slab 6 in.4ftby4ftby5in.Desig
27、nEarthCover, 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 0.31 0.31 0.12 3830 0.17 0.37 0.3
28、7 0.12 38ATop slab 7.5 in., bottom slab 6 in.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 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
29、 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.02A0.19 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
30、 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.5ftby5ftby6in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02A0.19 0.35 0.26 0.14 0.19 0.19 0.
31、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.,bottomslab7in.C15770836ftby3ftby7in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1A
32、s2As3As4As5As6As7As8“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 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, ftCircumfe
33、rential 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 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.6f
34、tby5ftby7in.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 0.17 433-5 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 3
35、830 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 0.19 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
36、.38 0.39 0.17 3925 0.23 0.46 0.48 0.17 3830 0.27 0.55 0.57 0.17 38ATopslab8in.7ftby4ftby8in.DesignEarthCover, 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
37、.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 41C15770847ftby5ftby8in.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
38、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 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 0.1
39、9 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 417ftby7ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02 0.19 0.40 0.33 0.
40、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 418ftby4ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8
41、“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 418ftby5ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02 0.24 0.40 0
42、.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 418ftby6ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02 0.22 0.42 0.35 0.19 0.19 0.19 0.1
43、9 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 41C15770858ftby7ftby8in.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
44、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 418ftby8ftby8in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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
45、.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 459ftby5ftby9in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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 0.22 491
46、0 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 449ftby6ftby9in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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
47、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 449ftby7ftby9in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“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.
48、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 449ftby8ftby9in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02 0.22 0.43 0.39 0.22 0.22 0.22 0.22 0.2223 0.24 0.46 0.43 0.22 593-5 0.22 0.37 0.38 0.22 5910 0.22 0.39 0.41
49、 0.22 5415 0.29 0.50 0.53 0.22 4420 0.36 0.64 0.67 0.22 44C15770869ftby9ftby9in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02 0.22 0.44 0.42 0.22 0.22 0.22 0.22 0.2223 0.23 0.49 0.46 0.22 723-5 0.22 0.39 0.40 0.22 7210 0.22 0.40 0.43 0.22 5915 0.27 0.51 0.55 0.22 4920 0.34 0.66 0.69 0.22 4910ftby5ftby10in.DesignEarthCover, ftCircumferential Reinforcement Areas, in.2/ftAs1As2As3As4As5As6As7As8“M,” in.02 0.30 0.36 0.30 0.24 0.24 0.24 0.24 0.2423 0.35 0.39 0.34 0.24 583-5 0.28 0.31 0.30 0.24 5310 0.33 0.35 0.36 0.24
