R 82 : 2017
Superseded
View Superseded by
PRACTICE FOR PIPE JOINT SELECTION FOR HIGHWAY CULVERT AND STORM DRAINS
Hardcopy , PDF
English
01-01-2017
08-25-2025
1. SCOPE
2. REFERENCED DOCUMENTS
3. TERMINOLOGY
4. SUMMARY OF PRACTICE
5. PROCEDURE
6. PLANT TEST REQUIREMENTS
7. FIELD TEST REQUIREMENTS
8. ENGINEERING DESIGN CONSIDERATIONS
9. RATIONALE
10. KEYWORDS
APPENDIXES (Nonmandatory Information)
X1. JOINT TESTING CRITERIA
X2. STANDARD LEAKAGE TEST METHODS
Pipe joint design considerations are a critical component for the overall performance of culvert and storm drain installations.
| DevelopmentNote |
Supersedes and Redesignates AASHTO PP 63. (07/2017)
|
| DocumentType |
Standard
|
| Pages |
18
|
| PublisherName |
American Association of State Highway and Transportation Officials
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
| ASTM C 877 : 2016 : REDLINE | Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections |
| AASHTO M 294 : 2015 | SPECIFICATION FOR CORRUGATED POLYETHYLENE PIPE, 300- TO 1500-MM (12- TO 60-IN.) DIAMETER |
| AASHTO M 36 : 2014 | SPECIFICATION FOR CORRUGATED STEEL PIPE, METALLIC-COATED, FOR SEWERS AND DRAINS |
| ASTM F 477 : 2014 : REDLINE | Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe |
| AASHTO M 288 : 2015 | SPECIFICATION FOR GEOSYNTHETIC SPECIFICATION FOR HIGHWAY APPLICATIONS |
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