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Pavement Structural Analysis of the Design Recommendations for ...

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<strong>Pavement</strong> <strong>Structural</strong> <strong>Analysis</strong> August 2004<br />

Report No. 15953-2/1 ARA-ERES Consultants<br />

pavement thickness design recommendations presented herein were based upon <strong>the</strong><br />

assumed subsurface and material conditions identified in <strong>the</strong> report. Sufficient testing<br />

should be completed during construction <strong>for</strong> quality control purposes and to confirm <strong>the</strong><br />

design values assumed <strong>for</strong> this design study.<br />

7. References<br />

1. AASHTO, 1993 AASHTO <strong>Design</strong> Guide <strong>for</strong> <strong>Pavement</strong> Structures, American<br />

Association <strong>of</strong> State Highway and Transportation Officials, 1993.<br />

2. Von Quintus, Harold L., <strong>Pavement</strong> <strong>Structural</strong> <strong>Design</strong> Study – A Simplified Catalog <strong>of</strong><br />

Solutions, Report No. 3065, Fugro-BRE, Inc. December 2001.<br />

3. NCHRP 1-37A, Mechanistic-Empirical <strong>Design</strong> Method <strong>for</strong> <strong>the</strong> <strong>Structural</strong> <strong>Design</strong> <strong>of</strong><br />

New and Rehabilitated <strong>Pavement</strong> Structures, Final Report <strong>for</strong> NCHRP 1-37A,<br />

National Cooperative Highway Research Program, Washington, DC, 2004.<br />

4. Von Quintus, Harold and Amber Yau, Evaluation <strong>of</strong> Resilient Modulus Test Data in<br />

LTPP Database, Report No. FHWA/RD-01-158, Federal Highway Administration,<br />

Office <strong>of</strong> Infrastructure Research and Development, Washington, DC, 2001.<br />

5. Von Quintus, Harold and Amy Simpson, Documentation <strong>of</strong> <strong>the</strong> Back-Calculation o f<br />

Layer Parameters <strong>for</strong> LTPP Test Sections, Volume II: Layered Elastic <strong>Analysis</strong> <strong>for</strong><br />

Flexible and Rigid <strong>Pavement</strong>s, Final Report LTPP DATA, Work Order 9, Task 2<br />

Contract No. DTFH61-96-C-00003, Federal Highway Administration, U.S.<br />

Department <strong>of</strong> Transportation, January 1999.<br />

6. Von Quintus, Harold and Brian Killingsworth, <strong>Design</strong> Pamphlet <strong>for</strong> <strong>the</strong><br />

Backcalculation <strong>of</strong> <strong>Pavement</strong> Layer Moduli, Publication No. FHWA-RD-97-076,<br />

Federal Highway Administration, Washington, D.C., June 1997.<br />

7. Soils and Geology – <strong>Pavement</strong> <strong>Design</strong> <strong>for</strong> Frost Conditions, TM5-818-2, Department<br />

<strong>of</strong> <strong>the</strong> Army Technical Manual, Headquarters, Department <strong>of</strong> <strong>the</strong> Army, July 1965.<br />

8. Finn, F.N., K. Nair, C. Monismith, Minimizing Premature Cracking <strong>of</strong> Asphalt<br />

Concrete <strong>Pavement</strong>s, NCHRP Report No. 195, National Cooperative Highway<br />

Research Program, National Research Council, Washington, DC, June 1973.<br />

9. Barker, W. R. and W. N. Brabston, Development <strong>of</strong> a <strong>Structural</strong> <strong>Design</strong> Procedure<br />

<strong>for</strong> Flexible Airport <strong>Pavement</strong>s, FAA Report No. FAA-RD-74-199, U.S. Army<br />

Engineer Waterways Experiment Station, Federal Aviation Administration,<br />

September 1975.<br />

23

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