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ASTM B864/B864M-00(2007)

(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 Standard Specifications for Highway Bridges.
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 lists nominal dimensions of box culvert sizes commonly available. Also listed are cross-sectional area and hydraulic design parameters for these sizes.
1.5 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 inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.

General Information

Status
Historical
Publication Date
31-Aug-2007
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-00 - Standard Specification for Corrugated Aluminum Box Culverts
Effective Date
01-Sep-2007
Replaced By
ASTM B864/B864M-08 - Standard Specification for Corrugated Aluminum Box Culverts
Effective Date
01-Nov-2008
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-Sep-2007
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-Sep-2007

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ASTM B864/B864M-00(2007) - Standard Specification for Corrugated Aluminum Box CulvertsASTM B864/B864M-00(2007) - Standard Specification for Corrugated Aluminum Box Culverts
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ASTM B864/B864M-00(2007) - Standard Specification for Corrugated Aluminum Box Culverts
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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: B 864/B 864M – 00 (Reapproved 2007)
Standard Specification for
1
Corrugated Aluminum Box Culverts
This standard is issued under the fixed designation B 864/B 864M; 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 2. Referenced Documents
2
1.1 This specification covers material, geometric, and wall 2.1 ASTM Standards:
section properties of aluminum box culverts manufactured A 36/A 36M Specification for Carbon Structural Steel
from corrugated plate or sheet, with attached rib stiffeners, for A 123/A 123M Specification for Zinc (Hot-Dip Galva-
field assembly. Appropriate fasteners and optional materials, nized) Coatings on Iron and Steel Products
such as aluminum invert plates and headwalls, are also A 153/A 153M Specification for Zinc Coating (Hot-Dip) on
described. Applications for aluminum box culverts include Iron and Steel Hardware
conduits for gravity flow drainage of surface water, such as A 307 Specification for Carbon Steel Bolts and Studs, 60
culverts and storm drains, as well as for small bridges and 000 PSI Tensile Strength
grade separation structures such as pedestrian or vehicular A 563 Specification for Carbons and Alloy Steel Nuts
underpasses, and utility tunnels. A 563M Specification for Carbon and Alloy Steel Nuts
1.2 This specification does not include requirements for [Metric]
foundations,backfill,ortherelationshipbetweenearthcoveror B 221/B 221M Specification forAluminum andAluminum-
live loads and strength requirements. These important design Alloy Extruded Bars, Rods, Wire, Shapes and Tubes.
considerations are described in the AASHTO Standard Speci- B 746/B 746M Specification for Corrugated Aluminum Al-
fications for Highway Bridges. loy Structural Plate for Field-Bolted Pipe, Pipe-Arches,
1.3 This specification does not include requirements for the and Arches
hydraulic design of these structures. Hydraulic design, place- B 790/B 790M Practice for Structural Design of Corrugated
ment of footings or inverts, and end treatments to resist scour Aluminum Pipe, Pipe-Arches, and Arches for Culverts,
are described in FHWA HDS No. 5. Storm Sewers, and Other Buried Conduits
1.4 Appendix X1 lists nominal dimensions of box culvert 2.2 AASHTO Standard:
3
sizes commonly available. Also listed are cross-sectional area Standard Specifications for Highway Bridges
and hydraulic design parameters for these sizes. 2.3 FHWA Standard:
1.5 Appendix X2 lists manufacturer’s suggested design HDS No. 5, Hydraulic Design of Highway Culverts, Report
4
properties for the rib stiffener types, spacing classes, and No. FHWA-IP-85-15
material thicknesses described in this specification.
3. Terminology
1.6 The values stated in either inch-pound units or SI units
3.1 Definitions of Terms Specific to This Standard:
are to be regarded separately as standard. Within the text, the
SI units are shown in brackets. The values stated in each 3.1.1 box culvert—a generally rectangular conduit having a
cross section symmetric about a vertical axis, with a long
system are not exact equivalents; therefore, each system shall
be used independently of the other. Combining values from the radius crown segment, short radius haunch segments, and
straight side segments, with rib stiffeners (see Fig. 1).
two systems may result in nonconformance with the specifi-
cation. 3.1.2 crown—the long radius top arc segment of a box
culvert cross section (see Fig. 1).
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.
1 3
This specification is under the jurisdiction of ASTM Committee B07 on Light Available from American Association of State Highway and Transportation
Metals and Alloys and is under the direct responsibility of B07.08 on Aluminum Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
Culvert. http://www.transportation.org.
4
Current edition approved Sept. 1, 2007. Published September 2007. Originally Available from National Technical Information Service (NTIS), 5285 Port
approved in 1995. Last previous edition approved in 2000 as B 864/B 864M-00. Royal Rd., Springfield, VA 22161, http://www.ntis.gov.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
B 864/B 864M – 00 (2007)
FIG. 1 Box Culvert Geometry
3.1.3 haunch—the short radius segments at the upper cor- 4.2.4 Class C Spacing, consisting of
...

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Standard Practice for Emulsification/Suspension of Multiphase Fluid Waste Materials

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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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Section  
Referenced Documents  
2  
Terminology  
3  
Summary of Practice  
4  
Significance and Use  
5  
Apparatus  
6  
Facilities  
6.1  
Container  
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Equipment  
6.3  
Hazards  
7  
Microcosm Components  
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Medium  
8.1  
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Sediment  
8.3  
Microcosm Assembly  
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Test Material  
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General  
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Stock Solution  
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Test Organisms  
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Animal Culture Maintenance  
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Addition of Test Material  
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Measurements  
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Reinoculations  
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5.1 The principal characteristic of geomembranes is their intrinsically low permeability to a broad range of gases, vapors, and liquids, both as single-component fluids and as complex mixtures of many constituents. As low-permeable materials, geomembranes are being used in a wide range of engineering applications in geotechnical, environmental, and transportation areas as barriers to control the migration of mobile fluids and their constituents. The range of potential permeants is broad and the service conditions can differ greatly. This guide shows users test methods available for determining the permeability of geomembranes to various permeants.  
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SCOPE
1.1 This specification covers the minerology, specific gravity, and particle size distributions (PSDs) of silica-based sediments to be used in the laboratory performance testing of stormwater treatment devices as well as criteria defining acceptable error for the target PSDs.  
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1.3 Acceptance of test results attained according to this specification may be subject to specific requirements set by a Quality Assurance Project Plan, a specific verification protocol, or a policy set by an Authority Having Jurisdiction (AHJ). It is advised to review one or all of the above to ensure compliance.  
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SCOPE
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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.

  • Technical specification
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    English language
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  • Technical specification
    10 pages
    English language
    sale 15% off