Shopping Cart

No products in the cart.

ASTM-A964 2003

$44.96

A964/A964M-03 Standard Specification for Corrugated Steel Box Culverts

Published By Publication Date Number of Pages
ASTM 2003 13
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

1.1 This specification covers material, geometric, and wall section properties of steel box culverts manufactured from corrugated plate or sheet, with or without attached stiffeners, for field assembly. Appropriate fasteners and optional materials such as steel invert plates and headwalls are also described. Applications for steel 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, Customary U.S. Units (LRFD) Bridge Design Specifications, SI Units).

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 manufacturers’ suggested design properties for the box culvert types described in this specification, and for the spacing classes and material thicknesses typically available.

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.

PDF Catalog

PDF Pages PDF Title
1 Scope
Referenced Documents
Terminology
2 Classification
FIG. 1
3 FIG. 2
FIG. 3
FIG. 4
FIG. 5
4 Ordering Information
FIG. 6
FIG. 7
5 FIG. 8
6 Design Properties
Materials and Coatings
Fabrication
TABLE 1
7 Repair of Damaged Coating
Dimensions, Mass, and Permissible Variations
TABLE 2
8 Workmanship, Finish, and Appearance
Sampling and Testing
Rejection and Rehearing
Material Certification
Product Marking
Assembly Drawings
Keywords
X1. DIMENSIONS AND HYDRAULIC PROPERTIES OF BOX CULVERT SIZES COMMONLY AVAILABLE
X1.1
TABLE X1.1
11 X2. MANUFACTURERS’ SUGGESTED DESIGN PROPERTIES
X2.1
TABLE X2.1
12 TABLE X2.2
TABLE X2.3
TABLE X2.4
13 TABLE X2.5
ASTM-A964 2003
$44.96