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AASHTO
AASHTO R 73 : 2016

AASHTO R 73 : 2016

Current

Current

The latest, up-to-date edition.

PRACTICE FOR EVALUATION OF PRECAST CONCRETE DRAINAGE PRODUCTS

Published date

01-01-2016

Publisher

American Association of State Highway and Transportation Officials

1. SCOPE
2. REFERENCED DOCUMENTS
3. TERMINOLOGY
4. ACCEPTABLE DEFECTS IN PRECAST CONCRETE PRODUCTS
5. REPAIRABLE DEFECTS IN PRECAST CONCRETE PRODUCTS
6. REJECTABLE DEFECTS IN PRECAST CONCRETE PRODUCTS
APPENDIXES (Nonmandatory Information)
X1. PERMISSIBLE REPAIR CRITERIA FOR DAMAGED
    AND CHIPPED ENDS
X2. PERMISSIBLE REPAIR CRITERIA FOR SLAB
    OFFS AND SPALLS ON CURED PRODUCT

Defines the evaluation of precast concrete pipe, box culverts, manholes,and drainage inlets.

DocumentType
Standard
PublisherName
American Association of State Highway and Transportation Officials
Status
Current

AASHTO M 242M/M 242 : 2015 SPECIFICATION FOR REINFORCED CONCRETE D-LOAD CULVERT, STORM DRAIN, AND SEWER PIPE
AASHTO M 199M/M 199 : 2014 SPECIFICATION FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS
ASTM C 985 : 2015 : REDLINE SPECIFICATION FOR NONREINFORCED CONCRETE SPECIFIED STRENGTH CULVERT, STORM DRAIN, AND SEWER PIPE
AASHTO M 86M/M 86 : 0 SPECIFICATION FOR NONREINFORCED CONCRETE SEWER, STORM DRAIN, AND CULVERT PIPE
AASHTO M 170 : 2015 SPECIFICATION FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE
ASTM C 1504 : 2016 : REDLINE SPECIFICATION FOR MANUFACTURE OF PRECAST REINFORCED CONCRETE THREE-SIDED STRUCTURES FOR CULVERTS AND STORM DRAINS
AASHTO M 207M/M 207 : 2015 SPECIFICATION FOR REINFORCED CONCRETE ELLIPTICAL CULVERT, STORM DRAIN, AND SEWER PIPE
AASHTO T 280 : 2014 METHOD OF TEST FOR CONCRETE PIPE, MANHOLE SECTIONS, OR TILE
ASTM C 913 : 2016-07 SPECIFICATION FOR PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES
ASTM C 1417 : 2015 : REDLINE SPECIFICATION FOR MANUFACTURE OF REINFORCED CONCRETE SEWER, STORM DRAIN, AND CULVERT PIPE FOR DIRECT DESIGN
AASHTO M 206M/M 206 : 2015 SPECIFICATION FOR REINFORCED CONCRETE ARCH CULVERT, STORM DRAIN, AND SEWER PIPE

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