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ASTM C1577-07a

(Specification)

Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD

Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD

ABSTRACT
This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes and sewage. The reinforced concrete shall consist of cementitious materials, mineral aggregates and water, in which steel has been embedded in such a manner that the steel and concrete act together. The precast reinforced concrete box sections shall be produced with tongue and groove ends. The box section shall be cured using any of the following methods or combinations thereof: steam curing; water curing; and membrane curing. Compression tests for determining concrete compressive strength shall be allowed to be made on either standard rodded concrete cylinders or concrete cylinders compacted and cured in like manner as the box sections, or on cores drilled from the box section.
SCOPE
1.1 This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes and sewage.
Note 1—This specification is primarily a manufacturing and purchasing specification. However, standard designs per the AASHTO LRFD Bridge Design Specification 2004 Edition w/2005 Interim are included and the criteria used to develop these designs are given in Appendix X1. The successful performance of this product depends upon the proper selection of the box section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete box sections specified herein is cautioned that proper correlation of the loading conditions and the field requirements with the box section specified, and provision for inspection at the construction site, are required.

General Information

Status
Historical
Publication Date
31-Aug-2007
ICS
91.100.30 - Concrete and concrete products
93.030 - External sewage systems
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.07 - Acceptance Specifications and Precast Concrete Box Sections
Current Stage
Ref Project

Relations

Replaces
ASTM C1577-07 - Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD
Effective Date
01-Sep-2007
Replaced By
ASTM C1577-08 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD
Effective Date
01-Oct-2008
Referred By
ASTM C990-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
Effective Date
01-Sep-2007
Referred By
ASTM C990M-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
Effective Date
01-Sep-2007
Referred By
ASTM C1677-11a(2017) - Standard Specification for Joints for Concrete Box, Using Rubber Gaskets
Effective Date
01-Sep-2007
Referred By
ASTM C1675-22 - Standard Practice for Installation of Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers
Effective Date
01-Sep-2007

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ASTM C1577-07a - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFDASTM C1577-07a - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD
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ASTM C1577-07a - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C 1577 – 07a
Standard Specification for
Precast Reinforced Concrete Monolithic Box Sections for
Culverts, Storm Drains, and Sewers Designed According to
1
AASHTO LRFD
This standard is issued under the fixed designation C 1577; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope C33 Specification for Concrete Aggregates
C 150 Specification for Portland Cement
1.1 This specification covers single-cell precast reinforced
C 309 Specification for Liquid Membrane-Forming Com-
concrete box sections cast monolithically and intended to be
pounds for Curing Concrete
used for the construction of culverts and for the conveyance of
C 497 Test Methods for Concrete Pipe, Manhole Sections,
storm water, industrial wastes and sewage.
or Tile
NOTE 1—This specification is primarily a manufacturing and purchas-
C 595 Specification for Blended Hydraulic Cements
ing specification. However, standard designs per the AASHTO LRFD
C 618 Specification for Coal Fly Ash and Raw or Calcined
Bridge Design Specification 2004 Edition w/2005 Interim are included
Natural Pozzolan for Use in Concrete
and the criteria used to develop these designs are given in Appendix X1.
C 822 Terminology Relating to Concrete Pipe and Related
The successful performance of this product depends upon the proper
selectionoftheboxsection,bedding,backfill,andcarethattheinstallation Products
conforms to the construction specifications. The purchaser of the precast
C 989 Specification for Ground Granulated Blast-Furnace
reinforced concrete box sections specified herein is cautioned that proper
Slag for Use in Concrete and Mortars
correlation of the loading conditions and the field requirements with the
C 1116 Specification for Fiber-Reinforced Concrete and
box section specified, and provision for inspection at the construction site,
Shotcrete
are required.
2.2 AASHTO Standards:
2. Referenced Documents AASHTO LRFD Bridge Design Specifications, 2004 Edi-
3
2 tion w/2005 Interim
2.1 ASTM Standards:
AASHTO LRFD Bridge Construction Specifications, 1998
A 82/A 82M Specification for Steel Wire, Plain, for Con-
3
Edition
crete Reinforcement
2.3 ASCE Standard:
A 185/A 185M Specification for Steel Welded Wire Rein-
ASCE 26-97 Standard Practice for Direct Design of Buried
forcement, Plain, for Concrete
4
Precast Concrete Box Sections
A 496/A 496M Specification for Steel Wire, Deformed, for
Concrete Reinforcement
3. Terminology
A 497/A 497M Specification for Steel Welded Wire Rein-
3.1 Definitions—For definitions of terms relating to con-
forcement, Deformed, for Concrete
crete pipe, see Terminology C 822.
A 615/A 615M Specification for Deformed and Plain
Carbon-Steel Bars for Concrete Reinforcement
4. Designation
4.1 Precast reinforced concrete box sections manufactured
1 in accordance with this specification shall be legibly marked
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on with the specification designation, span, rise, and design earth
Acceptance Specifications and Precast Concrete Box Sections.
cover.
Current edition approved Sept. 1, 2007. Published October 2007. Originally
approved in 2005. Last previous edition approved in 2007 as C 1577 – 07.
2 3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from American Association of State Highway and Transportation
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001.
4
Standards volume information, refer to the standard’s Document Summary page on Available from The American Society of Civil Engineers (ASCE), 1801
the ASTM website. Alexander Bell Dr., Reston, VA 20191.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C 1577 – 07a
TABLE 1 Design Requirements for Precast Concrete Box Sections Under Earth, Dead and HL-93 Live Load Conditions
NOTE 1—Design earth loads and reinforcement areas are based on the weight of a column of earth over the width of the box section multiplied by a
soil structure interaction factor as defined in Appendix X1.
NOTE 2—Concrete design strength 5000 psi.
NOTE 3—SteelareasarebasedonanHL-93liveloadwithoutthelaneloadaspermittedbyAASHTO,usingeitherthedesigntruckorthedesigntandem
and taking the controlling case.
NOTE 4—The design earth cover indicated is the height of fill above the top of the box section. Design requirements are based on the material and soil
...

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This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes and sewage. The reinforced concrete shall consist of cementitious materials, mineral aggregates and water, in which steel has been embedded in such a manner that the steel and concrete act together. The precast reinforced concrete box sections shall be produced with tongue and groove ends. The box section shall be cured using any of the following methods or combinations thereof: steam curing; water curing; and membrane curing. Compression tests for determining concrete compressive strength shall be allowed to be made on either standard rodded concrete cylinders or concrete cylinders compacted and cured in like manner as the box sections, or on cores drilled from the box section.
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SCOPE
1.1 These test methods cover the physical properties associated with preformed expansion joint fillers. The test methods include:    
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7.4  
Asphalt Content  
7.5  
Water Absorption  
7.6  
Density  
7.7
Note 1: Specific test methods are applicable only to certain types of joint fillers, as stated herein.  
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Standard Specification for Asphalt Plank

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This specification covers asphalt plank used for bridge decks as well as for industrial floors. Asphalt planks shall be classified according to usage: Type Ia; Type Ib; and Type II. Asphalt plank shall be formed from a mixture of asphalt, fibers, modifiers, or a combination thereof, and mineral filler in such a manner as to produce a uniformly dense mass. The following test methods shall be intended to measure those attributes necessary to measure the ability of asphalt plank to provide a reasonably long and satisfactory service: absorption; brittleness; dimensions; and hardness.
SCOPE
1.1 This specification covers asphalt plank used for bridge decks as well as for industrial floors.  
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