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ASTM B864/B864M-19

(Specification)

Standard Specification for Corrugated Aluminum Box Culverts

Standard Specification for Corrugated Aluminum Box Culverts

ABSTRACT
This specification covers the requirements for material, geometric, and wall section properties of aluminum box culverts manufactured from corrugated plate or sheet with attached rib stiffeners, for field assembly. Suitable fasteners and optional materials such as aluminum invert plates and headwalls are also described here. Material applications include surface water gravity flow drainage conduits like culverts and storm drains, small bridge, and grade separation structure conduits like pedestrian or vehicular underpasses, and utility tunnels. This specification does not cover the requirements for foundations, backfill, the relationship between earth cover or live loads and strength requirements, or the hydraulic design of these structures. The required plastic moment capacities should be determined for both the crown and haunch segments of the box culverts.
SCOPE
1.1 This specification covers material, geometric, and wall section properties of aluminum box culverts manufactured from corrugated plate or sheet, with attached rib stiffeners, for field assembly. Appropriate fasteners and optional materials, such as aluminum invert plates and headwalls, are also described. Applications for aluminum box culverts include conduits for gravity flow drainage of surface water, such as culverts and storm drains, as well as for small bridges and grade separation structures such as pedestrian or vehicular underpasses, and utility tunnels.  
1.2 This specification does not include requirements for foundations, backfill, or the relationship between earth cover or live loads and strength requirements. These important design considerations are described in the AASHTO LRFD Bridge Design Specifications and the LRFD Bridge Construction Specifications.  
1.3 This specification does not include requirements for the hydraulic design of these structures. Hydraulic design, placement of footings or inverts, and end treatments to resist scour are described in FHWA HDS No. 5.  
1.4 Appendix X1 lists nominal dimensions of box culvert sizes commonly available. Also listed are cross-sectional area and hydraulic design parameters for these sizes.  
1.5 Appendix X2 lists manufacturer's suggested design properties for the rib stiffener types, spacing classes, and material thicknesses described in this specification.  
1.6 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.  
1.7 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
30-Apr-2019
ICS
13.060.30 - Sewage water
Technical Committee
B07 - Light Metals and Alloys
Drafting Committee
B07.08 - Corrugated Aluminum Pipe and Corrugated Aluminum Structural Plate
Current Stage
Ref Project

Relations

Replaces
ASTM B864/B864M-13(2018) - Standard Specification for Corrugated Aluminum Box Culverts
Effective Date
01-May-2019
Referred By
ASTM B746/B746M-22 - Standard Specification for Corrugated Aluminum Alloy Structural Plate for Field-Bolted Pipe, Pipe-Arches, and Arches
Effective Date
01-May-2019
Referred By
ASTM B790/B790M-16(2021) - Standard Practice for Structural Design of Corrugated Aluminum Pipe, Pipe-Arches, and Arches for Culverts, Storm Sewers, and Other Buried Conduits
Effective Date
01-May-2019

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Standards Content (Sample)

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.
Designation:B864/B864M −19
Standard Specification for
1
Corrugated Aluminum Box Culverts
This standard is issued under the fixed designation B864/B864M; 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. Scope* ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
1.1 This specification covers material, geometric, and wall
mendations issued by the World Trade Organization Technical
section properties of aluminum box culverts manufactured
Barriers to Trade (TBT) Committee.
from corrugated plate or sheet, with attached rib stiffeners, for
field assembly. Appropriate fasteners and optional materials,
2. Referenced Documents
such as aluminum invert plates and headwalls, are also
2
2.1 ASTM Standards:
described. Applications for aluminum box culverts include
A36/A36M Specification for Carbon Structural Steel
conduits for gravity flow drainage of surface water, such as
A123/A123M Specification for Zinc (Hot-Dip Galvanized)
culverts and storm drains, as well as for small bridges and
Coatings on Iron and Steel Products
grade separation structures such as pedestrian or vehicular
A153/A153M Specification for Zinc Coating (Hot-Dip) on
underpasses, and utility tunnels.
Iron and Steel Hardware
1.2 This specification does not include requirements for
A307 Specification for Carbon Steel Bolts, Studs, and
foundations,backfill,ortherelationshipbetweenearthcoveror
Threaded Rod 60 000 PSI Tensile Strength
live loads and strength requirements. These important design
A563 Specification for Carbon and Alloy Steel Nuts
considerations are described in the AASHTO
A563M Specification for Carbon andAlloy Steel Nuts (Met-
LRFD Bridge Design Specifications and the LRFD Bridge
ric)
Construction Specifications.
B221 Specification forAluminum andAluminum-Alloy Ex-
1.3 This specification does not include requirements for the
truded Bars, Rods, Wire, Profiles, and Tubes
hydraulic design of these structures. Hydraulic design, place-
B746/B746M Specification for CorrugatedAluminumAlloy
ment of footings or inverts, and end treatments to resist scour
Structural Plate for Field-Bolted Pipe, Pipe-Arches, and
are described in FHWA HDS No. 5.
Arches
B790/B790M Practice for Structural Design of Corrugated
1.4 Appendix X1 lists nominal dimensions of box culvert
Aluminum Pipe, Pipe-Arches, and Arches for Culverts,
sizes commonly available. Also listed are cross-sectional area
Storm Sewers, and Other Buried Conduits
and hydraulic design parameters for these sizes.
2.2 AASHTO Standards:
1.5 Appendix X2 lists manufacturer’s suggested design
3
LRFD Bridge Design Specifications
properties for the rib stiffener types, spacing classes, and
LRFD Bridge Construction Specifications
material thicknesses described in this specification.
2.3 FHWA Standard:
1.6 The values stated in either SI units or inch-pound units
HDS No. 5, Hydraulic Design of Highway Culverts, Third
are to be regarded separately as standard. The values stated in
4
Edition. FHWA publication number HIF–12–02 (2012).
each system may not be exact equivalents; therefore, each
system shall be used independently of the other. Combining
3. Terminology
values from the two systems may result in non-conformance
3.1 Definitions of Terms Specific to This Standard:
with the standard.
1.7 This international standard was developed in accor-
dance with internationally recognized principles on standard-
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
Standards volume information, refer to the standard’s Document Summary page on
1
This specification is under the jurisdiction of ASTM Committee B07 on Light the ASTM website.
3
Metals and Alloys and is under the direct responsibility of B07.08 on Corrugated Available from American Association of State Highway and Transportation
Aluminum Pipe and Corrugated Aluminum Structural Plate. Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
Current edition approved May 1, 2019. Published May 2019. Originally http://www.transportation.org.
4
approved in 1995. Last previous edition approved in 2018 as B864/ Available from National Technical Information Service (NTIS), 5285 Port
B864M – 13 (2018). DOI: 10.1520/B0864_B0864M-19. Royal Rd., Springfield, VA 22161, http://www.ntis.gov.
*A Summary of Changes section appears at the end of this standard
Copyri
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it 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 version
of the standard as published by ASTM is to be considered the official document.
Designation: B864/B864M − 13 (Reapproved 2018) B864/B864M − 19
Standard Specification for
1
Corrugated Aluminum Box Culverts
This standard is issued under the fixed designation B864/B864M; 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. Scope*
1.1 This specification covers material, geometric, and wall section properties of aluminum box culverts manufactured from
corrugated plate or sheet, with attached rib stiffeners, for field assembly. Appropriate fasteners and optional materials, such as
aluminum invert plates and headwalls, are also described. Applications for aluminum box culverts include conduits for gravity flow
drainage of surface water, such as culverts and storm drains, as well as for small bridges and grade separation structures such as
pedestrian or vehicular underpasses, and utility tunnels.
1.2 This specification does not include requirements for foundations, backfill, or the relationship between earth cover or live
loads and strength requirements. These important design considerations are described in the AASHTO LRFD Bridge De-
sign Specifications and the LRFD Bridge Construction Specifications.
1.3 This specification does not include requirements for the hydraulic design of these structures. Hydraulic design, placement
of footings or inverts, and end treatments to resist scour are described in FHWA HDS No. 5.
1.4 Appendix X1 lists nominal dimensions of box culvert sizes commonly available. Also listed are cross-sectional area and
hydraulic design parameters for these sizes.
1.5 Appendix X2 lists manufacturer’s suggested design properties for the rib stiffener types, spacing classes, and material
thicknesses described in this specification.
1.6 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each
system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the
two systems may result in non-conformance with the standard.
1.7 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.
2. Referenced Documents
2
2.1 ASTM Standards:
A36/A36M Specification for Carbon Structural Steel
A123/A123M Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
A153/A153M Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
A307 Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength
A563 Specification for Carbon and Alloy Steel Nuts
A563M Specification for Carbon and Alloy Steel Nuts (Metric)
B221 Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes
B746/B746M Specification for Corrugated Aluminum Alloy Structural Plate for Field-Bolted Pipe, Pipe-Arches, and Arches
B790/B790M Practice for Structural Design of Corrugated Aluminum Pipe, Pipe-Arches, and Arches for Culverts, Storm
Sewers, and Other Buried Conduits
1
This specification is under the jurisdiction of ASTM Committee B07 on Light Metals and Alloys and is under the direct responsibility of B07.08 on Corrugated Aluminum
Pipe and Corrugated Aluminum Structural Plate.
Current edition approved Nov. 1, 2018May 1, 2019. Published November 2018May 2019. Originally approved in 1995. Last previous edition approved in 20132018 as
B864/B864M – 13.B864/B864M – 13 (2018). DOI: 10.1520/B0864_B0864M-18.10.1520/B0864_B0864M-19.
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 Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
*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 ----------------------
B864/B864M − 19
2.2 AASHTO Standard:Standards:
3
LRFD Bridge Design Specifications
LRFD Bridge Construction Specifications
2.3 FHWA Standard:
4
HDS No. 5, Hydraulic Design of Highway Culverts, Third Ed
...

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SCOPE
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5.1 Domestic wastewater headspace environments are corrosive due to the presence of sewer gases and sulfuric acid generated during the biogenic sulfide corrosion process.5 This operating procedure provides an accelerated exposure to sewer gases and concentration of sulfuric acid commonly produced by bacteria within these sewer environments.6  
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ASTM
ASTM C478/C478M-22(Specification)
Standard Specification for Circular Precast Reinforced Concrete Manhole Sections

ABSTRACT
This specification covers the manufacture and purchase requirements of products used for the assembly and construction of circular vertical precast reinforced concrete manholes and structures used in sewer and water works. Reinforced concrete shall consist of cementitious materials, mineral aggregates, and water, in which steel reinforcement has been embedded in such a manner so that the steel reinforcement and concrete act together. Aggregates shall conform to the specification , except that the requirements for gradation shall not apply. Minimum compressive strength of concrete manhole products covered must meet the requirement. The aggregates shall be sized, graded, proportioned, and mixed with such proportions of cementitious materials and water as will produce as homogeneous concrete mixture of such quality that the products will conform to the test and design requirements. Concrete products shall be subjected to either steam or water curing. Test methods such as compression and absorption testing shall be performed.
SCOPE
1.1 This specification covers the manufacture and purchase requirements of products used for the assembly and construction of circular vertical precast reinforced concrete manholes and structures used in sewer, drainage, and water works.  
1.2 Part I, Sections 1 – 11, of this specification presents general requirements and requirements that are common to each precast concrete product covered by this specification.  
1.3 Part II of this specification presents specific requirements for each manhole product in the following sections:    
Product  
Section  
Grade Rings  
12  
Flat Slab Tops  
13  
Risers and Conical Tops  
14  
Base Sections  
15  
Steps and Ladders  
16  
Note 1: Future products will be included in Part II in a future revision of this specification.  
1.4 The values stated in either inch pound or SI units are to be regarded separately as standard. The SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.
Note 2: This specification is a manufacturing and purchase specification only and does not include requirements for backfill, or the relationship between field load conditions and the strength requirements of the manhole products and appurtenances. Experience has shown, however, that the successful performance of this product depends upon the proper selection of the product strength, type of foundation and backfill, and care in the field installation of the manhole products and connecting pipes. The owner of the project for which these products are specified herein is cautioned to require inspection at the construction site.  
1.5 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.  
1.6 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.

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  • Technical specification
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    English language
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ASTM
ASTM D934-22(Practice)
Standard Practices for Identification of Crystalline Compounds in Water-Formed Deposits By X-Ray Diffraction

SIGNIFICANCE AND USE
5.1 The identification of the crystalline structures in water-formed deposits assists in the determination of the deposit sources and mode of deposition. This information may lead to measures for the elimination or reduction of the water-formed deposits.
SCOPE
1.1 These practices provide for X-ray diffraction analysis of powdered crystalline compounds in water-formed deposits. Two are given as follows:    
Sections  
Practice A—Camera  
12 to 21  
Practice B—Diffractometer  
22 to 30  
1.2 Both practices yield qualitative identification of crystalline components of water-formed deposits for which X-ray diffraction data are available or can be obtained. Greater difficulty is encountered in identification when the number of crystalline components increases.  
1.3 Amorphous phases cannot be identified without special treatment. Oils, greases, and most organic decomposition products are not identifiable.  
1.4 The sensitivity for a given component varies with a combination of such factors as density, degree of crystallization, particle size, coincidence of strong lines of components and the kind and arrangement of the atoms of the components. Minimum percentages for identification may therefore range from 1 % to 40 %.  
1.5 The values stated in SI units are to be regarded as standard. The values listed in parenthesis are for information only.  
1.6 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. Specific precautionary statements are given in Section 8 and Note 20.  
1.7 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.

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ASTM
ASTM D887-13(2022)(Practice)
Standard Practices for Sampling Water-Formed Deposits

SIGNIFICANCE AND USE
5.1 The goal of sampling is to obtain for analysis a portion of the whole that is representative. The most critical factors are the selection of sampling areas and number of samples, the method used for sampling, and the maintenance of the integrity of the sample prior to analysis. Analysis of water-formed deposits should give valuable information concerning cycle system chemistry, component corrosion, erosion, the failure mechanism, the need for chemical cleaning, the method of chemical cleaning, localized cycle corrosion, boiler carryover, flow patterns in a turbine, and the rate of radiation build-up. Some sources of water-formed deposits are cycle corrosion products, make-up water contaminants, and condenser cooling water contaminants.
SCOPE
1.1 These practices cover the sampling of water-formed deposits for chemical, physical, biological, or radiological analysis. The practices cover both field and laboratory sampling. It also defines the various types of deposits. The following practices are included:    
Sections  
Practice A—Sampling Water-Formed Deposits From Tubing
of Steam Generators and Heat Exchangers  
8 to 10  
Practice B—Sampling Water-Formed Deposits From Steam
Turbines  
11 to 14  
1.2 The general procedures of selection and removal of deposits given here can be applied to a variety of surfaces that are subject to water-formed deposits. However, the investigator must resort to his individual experience and judgment in applying these procedures to his specific problem.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 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.See Section 7, 9.8, 9.8.4.6, and 9.14 for specific hazards statements.  
1.5 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.

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