PRACTICE FOR PIPE JOINT SELECTION FOR HIGHWAY CULVERT AND STORM DRAINS

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

01-01-2017

Publisher

American Association of State Highway and Transportation Officials

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	Current
Supersedes	AASHTO PP 63 : 2009 : R2014

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