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ASTM C1577-20e1

(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 Specifications 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.  
1.2 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.  
1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

General Information

Status
Published
Publication Date
14-Nov-2020
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

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ASTM C1577-20e1 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFDASTM C1577-20e1 - 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 C1577-20e1 - Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD
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This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
´1
Designation:C1577 −20
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 C1577; 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 (´) indicates an editorial change since the last revision or reapproval.
1
ε NOTE—Editorially corrected references in 7.3 in July 2022.
1. Scope* A615/A615M SpecificationforDeformedandPlainCarbon-
Steel Bars for Concrete Reinforcement
1.1 This specification covers single-cell precast reinforced
A706/A706M Specification for Deformed and Plain Low-
concrete box sections cast monolithically and intended to be
Alloy Steel Bars for Concrete Reinforcement
used for the construction of culverts and for the conveyance of
C33/C33M Specification for Concrete Aggregates
storm water, industrial wastes and sewage.
C150/C150M Specification for Portland Cement
NOTE 1—This specification is primarily a manufacturing and purchas-
C260/C260M Specification for Air-Entraining Admixtures
ing specification. However, standard designs per the AASHTO LRFD
for Concrete
Bridge Design Specifications are included and the criteria used to develop
C309 Specification for Liquid Membrane-Forming Com-
these designs are given in Appendix X1. The successful performance of
pounds for Curing Concrete
this product depends upon the proper selection of the box section,
bedding, backfill, and care that the installation conforms to the construc-
C494/C494M Specification for Chemical Admixtures for
tion specifications. The purchaser of the precast reinforced concrete box
Concrete
sectionsspecifiedhereiniscautionedthatpropercorrelationoftheloading
C497 Test Methods for Concrete Pipe, Concrete Box
conditions and the field requirements with the box section specified, and
Sections, Manhole Sections, or Tile
provision for inspection at the construction site, are required.
C595/C595M Specification for Blended Hydraulic Cements
1.2 The values stated in inch-pound units are to be regarded
C618 Specification for Coal Fly Ash and Raw or Calcined
as standard. No other units of measurement are included in this
Natural Pozzolan for Use in Concrete
standard.
C822 Terminology Relating to Concrete Pipe and Related
1.3 This international standard was developed in accor-
Products
dance with internationally recognized principles on standard-
C989/C989M Specification for Slag Cement for Use in
ization established in the Decision on Principles for the
Concrete and Mortars
Development of International Standards, Guides and Recom-
C990 Specification for Joints for Concrete Pipe, Manholes,
mendations issued by the World Trade Organization Technical
and Precast Box Sections Using Preformed Flexible Joint
Barriers to Trade (TBT) Committee.
Sealants
C1017/C1017M Specification for Chemical Admixtures for
2. Referenced Documents
3
Use in Producing Flowing Concrete (Withdrawn 2022)
2
2.1 ASTM Standards: C1116/C1116M Specification for Fiber-Reinforced Concrete
A1064/A1064M Specification for Carbon-Steel Wire and
C1602/C1602M Specification for Mixing Water Used in the
Welded Wire Reinforcement, Plain and Deformed, for Production of Hydraulic Cement Concrete
Concrete
C1619 Specification for Elastomeric Seals for Joining Con-
crete Structures
C1675 Practice for Installation of Precast Reinforced Con-
1
This specification is under the jurisdiction of ASTM Committee C13 on
crete Monolithic Box Sections for Culverts, Storm Drains,
Concrete Pipe and is the direct responsibility of Subcommittee C13.07 on
and Sewers
Acceptance Specifications and Precast Concrete Box Sections.
C1677 Specification for Joints for Concrete Box, Using
Current edition approved Nov. 15, 2020. Published November 2020. Originally
approved in 2005. Last previous edition approved in 2019 as C1577 – 19b. DOI:
Rubber Gaskets
10.1520/C1577-20E01.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
´1
C1577−20
4
2.2 AASHTO Standards: 3. Terminology
AASHTO LRFD Bridge
...

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4.1 Using the procedures and apparatus in Sections 8 and 9 and the manufacturer's instructions, pressure-tight joints as strong as the pipe itself can be made between manufacturer-recommended combinations of pipe and fittings. See Specification F1055 for performance requirements of polyethylene electrofusion fittings.
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SIGNIFICANCE AND USE
4.1 Regulatory Requirements—The USA Code of Federal Regulations (10CFR Part 50, Appendix H) requires the implementation of a reactor vessel materials surveillance program for all operating LWRs. Other countries have similar regulations. The purpose of the program is to (1) monitor changes in the fracture toughness properties of ferritic materials in the reactor vessel beltline6 resulting from exposure to neutron irradiation and the thermal environment, and (2) make use of the data obtained from surveillance programs to determine the conditions under which the vessel can be operated with adequate margins of safety throughout its service life. Practice E185, derived mechanical property data, and (r, θ, z) physics-dosimetry data (derived from the calculations and reactor cavity and surveillance capsule measurements (1) using physics-dosimetry standards) can be used together with information in Guide E900 and Refs. 4, 11-18 to provide a relation between property degradation and neutron exposure, commonly called a “trend curve.” To obtain this trend curve at all points in the pressure vessel wall requires that the selected trend curve be used together with the appropriate (r, θ, z) neutron field information derived by use of this guide to accomplish the necessary interpolations and extrapolations in space and time.  
4.2 Neutron Field Characterization—The tasks required to satisfy the second part of the objective of 4.1 are complex and are summarized in Practice E853. In doing this, it is necessary to describe the neutron field at selected (r, θ, z) points within the pressure vessel wall. The description can be either time dependent or time averaged over the reactor service period of interest. This description can best be obtained by combining neutron transport calculations with plant measurements such as reactor cavity (ex-vessel) and surveillance capsule or RPV cladding (in-vessel) measurements, benchmark irradiations of dosimeter sensor materials, and knowledge of th...
SCOPE
1.1 This guide establishes the means and frequency of monitoring the neutron exposure of the LWR reactor pressure vessel throughout its operating life.  
1.2 The physics-dosimetry relationships determined from this guide may be used to estimate reactor pressure vessel damage through the application of Practice E693 and Guide E900, using fast neutron fluence (E > 1.0 MeV and E > 0.1 MeV), displacements per atom (dpa), or damage-function-correlated exposure parameters as independent exposure variables. Supporting the application of these standards are the E853, E944, E1005, and E1018 standards, identified in 2.1.  
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Guide
    12 pages
    English language
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  • Guide
    12 pages
    English language
    sale 15% off