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AASHTO T 307:1999 (R2007)

AASHTO T 307:1999 (R2007) Method Of Test For Determining The Resilient Modulus Of Soils And Aggregate Materials Includes procedures for preparing and testing untreated subgrade soils and untreated base/subbase materials for determination of resilient modulus (M[r]) under conditions representing a simulation of

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Table of Contents

1.SCOPE
2.REFERENCEDDOCUMENTS
3.TERMINOLOGY
4.SUMMARYOFMETHOD
5.SIGNIFICANCEANDUSE
6.APPARATUS
7.PREPARATIONOFTESTSPECIMENS
8.PROCEDURE-RESILIENTMODULUSTESTFORSUBGRADESOILS
9.PROCEDURE-RESILIENTMODULUSTESTFORBASE/SUBBASE
MATERIALS
10.CALCULATIONS
11.REPORT
ANNEXA(MandatoryInformation)-SAMPLEPREPARATION
A1.SCOPE
ANNEXB(MandatoryInformation)-VIBRATORYCOMPACTIONOF
TYPE1ANDTYPE2SOILS
B1.SCOPE
B2.APPARATUS
B3.PROCEDURE
ANNEXC(MandatoryInformation)-COMPACTIONOFTYPE2SOILS
C1.SCOPE
C2.APPARATUS
C3.PROCEDURE
APPENDIXA(NonmandatoryInformation)-KNEADINGCOMPACTIONOF
TYPE2SOILS
X1.SCOPE
X2.SIGNIFICANCEANDUSE
X3.APPARATUS
X4.MANUALCOMPACTIONPROCEDURE
X5.MECHANICALCOMPACTIONPROCEDURE
X6.SPECIMENTRIMMINGANDCALCULATIONS
APPENDIXB(NonmandatoryInformation)-OBTAININGAUNIFORM
DENSITYINTYPE2SOILS
X7.SCOPE
X8.SIGNIFICANCEANDUSE
X9.APPARATUS
X10.PROCEDUREFORCOMPACTINGSPECIMENSTOMEASURE
DENSITYGRADIENTS
X11.PROCEDUREFORCOMPACTINGTESTSPECIMENSTOACHIEVEA
UNIFORMDENSITY

Abstract

Includes procedures for preparing and testing untreated subgrade soils and untreated base/subbase materials for determination of resilient modulus (M[r]) under conditions representing a simulation of the physical conditions and stress states of materials beneath flexible pavements subjected to moving wheel loads.

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