150/5320-6D
AIRPORT PAVEMENT DESIGN AND EVALUATION
Provides guidance to the
public for the design and evaluation of pavements at civil airports.
Because of the size of
this document, it is available in five parts.
150/5320-6D (Part 1) (PDF)
150/5320-6D (Part 2) (PDF)
150/5320-6D (Part 3) (PDF)
150/5320-6D (Part 4) (PDF)
150/5320-6D (Part 5) (PDF)
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CHANGE 1 (January 30, 1996) Corrects errors in the graph for Figure 2-4,
Effect of Subbase on Modulus of Subgrade Reaction, and changes a
typographical error in paragraph 339b. 150/5320-6D
Change 1 (PDF) |
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CHANGE 2 (June 3, 2002) Incorporates recent changes and corrections. 150/5320-6D
Change 2 (PDF) |
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CHANGE 3 (April 30, 2004) Incorporates recent changes and corrections.
This AC cancels AC 150/5320-16, Airport Pavement Design for the Boeing 777
Airplane 150/5320-6D
Change 3 (PDF) |
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CHANGE 4 (June 23, 2006) Provides design guidance for paved airfield
shoulders and rubblization of existing Portland Cement Concrete (PCC)
pavements prior to asphalt overlay. Revises guidance on required design flexural
strength for rigid pavement design. 150/5320-6D Change 4 (PDF) |
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