ASTM-C1433:2006 Edition
$58.50
C1433-06 Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
Published By | Publication Date | Number of Pages |
ASTM | 2006 | 25 |
ASTM C1433-06
Historical Standard: Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers
ASTM C1433
Scope
1.1 This specification covers single-cell precast reinforced concrete box sections intended to be used for the construction of culverts and for the conveyance of storm water industrial wastes and sewage.
1.2 This specification is the companion to SI Specification C 1433M; therefore, no SI equivalents are shown in this specification.
Note 1
This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used to develop these designs are given in . 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.
Keywords
ICS Code
ICS Number Code 23.040.50 (Pipes and fittings of other materials)
DOI: 10.1520/C1433-06
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Scope Referenced Documents Terminology Types Basis of Acceptance |
2 | Material Design FIG. 1 |
3 | FIG. 2 FIG. 3 FIG. 4 |
4 | Joints Manufacture FIG. 5 FIG. 6 FIG. 7 FIG. 8 |
5 | Physical Requirements FIG. 9 |
6 | Permissible Variations Repairs Inspection Rejection Marking |
7 | TABLE 1 |
15 | TABLE 2 |
22 | X1. DESIGN CRITERIA USED TO DEVELOP TABLES 1 AND 2 X1.1 Bedding and Backfill Assumptions X1.2 Criteria for Loads |
23 | X1.3 Methods of Analysis X1.4 Method of Design X1.5 Multiple Cell Installations |
24 | TABLE X1.1 |
25 | FIG. X1.1 |