Airfield Pavement Evaluation: Report No. 7. Perrin Air Force Base, Sherman, Texas.

Abstract

Results of flexural strength, CBR, and plate bearing tests, moisture and density determinations, mechanical analyses, and Atterberg limits tests conducted on the pavements, bases, and subgrades of the various landing facilities at Perrin Air Force Base, Sherman, Texas are used in this report to evaluate the load-carrying capacity of the pavements with respect to various landing-gear assemblies and operational-life categories. The analysis of these test results indicate the over-all field evaluation to be governed by the load-carrying capacity of the N-S taxiway, which is the weakest facility essential to operation of the field. (Author)

Document Details

Document Type
Technical Report
Publication Date
Dec 01, 1955
Accession Number
AD0756330

Tags

DTIC Thesaurus Topics

  • Air Force
  • Air Force Facilities
  • Assembly
  • Buildings And Structures
  • Flexural Strength
  • Landing Fields
  • Landing Gear
  • Moisture
  • Pavements
  • Payload
  • Subgrades
  • Test And Evaluation

Fields of Study

  • Engineering

Readers

  • Aerospace Test and Evaluation
  • Pavement Materials Engineering.
  • Structural Dynamics.