AASHTO R 83 : 2017
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
PRACTICE FOR PREPARATION OF CYLINDRICAL PERFORMANCE TEST SPECIMENS USING THE SUPERPAVE GYRATORY COMPACTOR (SGC)
Hardcopy , PDF
06-02-2023
English
01-07-2017
1. SCOPE
2. REFERENCED DOCUMENTS
3. TERMINOLOGY
4. SUMMARY OF PRACTICE
5. SIGNIFICANCE AND USE
6. APPARATUS
7. HAZARDS
8. STANDARDIZATION
9. PROCEDURE
10. REPORTING
11. KEYWORDS
APPENDIXES (Nonmandatory Information)
X1 - METHOD FOR ACHIEVING A TARGET
AIR VOID CONTENT
X2 - METHOD FOR ASSESSING TEST
SPECIMEN UNIFORMITY
Defines the use of a Superpave gyratory compactor (SGC) to prepare 100-mm-diameter by 150-mm-tall cylindrical test specimens for use in a variety of axial compression and tension performance tests.
DevelopmentNote |
Supersedes AASHTO PP 60. Included in AASHTO HM. (08/2017)
|
DocumentType |
Standard Practice
|
Pages |
12
|
PublisherName |
American Association of State Highway and Transportation Officials
|
Status |
Superseded
|
SupersededBy | |
Supersedes |
AASHTO R 84 : 2017 | PRACTICE FOR DEVELOPING DYNAMIC MODULUS MASTER CURVES FOR ASPHALT MIXTURES USING THE ASPHALT MIXTURE PERFORMANCE TESTER (AMPT) |
AASHTO R 62 : 2013 | PRACTICE FOR DEVELOPING DYNAMIC MODULUS MASTER CURVES FOR ASPHALT MIXTURES |
AASHTO R 35 : 2015 | PRACTICE FOR SUPERPAVE VOLUMETRIC DESIGN FOR ASPHALT MIXTURES |
AASHTO T 166 : 2013 | METHOD OF TEST FOR BULK SPECIFIC GRAVITY (G[MB]) OF COMPACTED ASPHALT MIXTURES USING SATURATED SURFACE-DRY SPECIMENS |
AASHTO T 312 : 2015 | METHOD OF TEST FOR PREPARING AND DETERMINING THE DENSITY OF ASPHALT MIXTURE SPECIMENS BY MEANS OF THE SUPERPAVE GYRATORY COMPACTOR |
AASHTO T 269 : 2014 | METHOD OF TEST FOR PERCENT AIR VOIDS IN COMPACTED DENSE AND OPEN ASPHALT MIXTURES |
AASHTO T 378 : 2017 | METHOD OF TEST FOR DETERMINING THE DYNAMIC MODULUS AND FLOW NUMBER FOR ASPHALT MIXTURES USING THE ASPHALT MIXTURE PERFORMANCE TESTER (AMPT) |
AASHTO T 209 : 2012 | METHOD OF TEST FOR THEORETICAL MAXIMUM SPECIFIC GRAVITY (G[MM]) AND DENSITY OF HOT MIX ASPHALT (HMA) |
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