Transportation Research Board. 1997. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design: Final Report. Washington, DC: The National Academies Press. https://doi.org/10.17226/6353.
|Table of Contents||v-vii|
|1 Introduction and Research Approach||1-9|
|2 Resilient Modulus Testing of Asphalt Concrete||10-96|
|3 Resilient Modulus Evaluation of Aggregate Base and Subgrade Materials||97-250|
|4 Significant General Findings||251-277|
|5 Summary, Conclusions and General Recommendations||278-285|
|A: Diametral Test Equipment and Equations for Data Reduction||295-314|
|B: Asphalt Concrete Specimen Preparation||315-316|
|C: Diametral Test Procedure for Resilient Modulus of Asphalt Concrete||317-334|
|D: Repeated Load Test System Calibration||335-342|
|E: Test Procedure for Resilient Modulus of Unstabilized Aggregate Base and Subgrade Materials||343-386|
|F: Effect of Laboratory Testing Variability on Pavement Thickness||387-396|
|G: Specimen Preparation of Cohesive Soil||397-406|
|H: Multi-Lab Validation Study||407-434|
|I: Comparison of Laboratory and Backcalculated Resilient Moduli||435-440|
|J: Effect of Diametral Test Variables||441-456|
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