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AASHTO R 69 : 2015

M00023566

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AASHTO R 69 : 2015

PRACTICE FOR DETERMINATION OF LONG-TERM STRENGTH FOR GEOSYNTHETIC REINFORCEMENT

American Association of State Highway and Transportation Officials

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Table of Contents

INTRODUCTION
1. SCOPE
2. REFERENCED DOCUMENTS
3. TERMINOLOGY
4. SIGNIFICANCE AND USE
5. EVALUATION OF SOIL ENVIRONMENT
   AGGRESSIVENESS EFFECTS ON LONG-TERM
   STRENGTH DETERMINATION
6. PRODUCT TESTING AND EVALUATION
7. VERIFICATION REQUIREMENTS FOR
   GEOSYNTHETIC PRODUCTS THAT HAVE BEEN
   THROUGH PRODUCT LINE PERFORMANCE
   TESTING
8. KEYWORDS
9. REFERENCES
ANNEX A (Mandatory Information)
A1. PRODUCT SPECIFIC TESTING AND DATA
    INTERPRETATION REQUIREMENTS TO DETERMINE
    RF[ID] FOR GEOSYNTHETIC REINFORCEMENTS
ANNEX B (Mandatory Information)
B1. CREEP TESTING AND EXTRAPOLATION
    PROCEDURES TO DETERMINE RF[cr] FOR
    GEOSYNTHETIC REINFORCEMENTS
B2. ESTIMATION OF CREEP STIFFNESS
B3. REFERENCES
ANNEX C (Mandatory Information)
C1. PRODUCT SPECIFIC TESTING AND DATA
    INTERPRETATION REQUIREMENTS TO DETERMINE
    RF[d] FOR GEOSYNTHETIC REINFORCEMENTS
C2. REFERENCES

Abstract

Defines polypropylene (PP), polyethylene (PE or HDPE), and polyester (PET) geosynthetics (i.e., geotextiles and geogrids).

General Product Information

Document Type Standard
Status Current
Publisher American Association of State Highway and Transportation Officials
Supersedes
  • AASHTO PP 66 : 2013