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Total thickness and compaction requirements for flexible pavements to be subjected to channelized traffic
Reference made to modification of design criteria for flexible pavements prompted by pavement distress at air bases caused by channelized traffic of heavy aircraft; tests indicated that increase in total thickness as specified in interim design criteria is not needed; revised or current compaction requirements for cohesionless soils are adequate for deep sand subgrade for depths below about 3 ft from surface; cohesionless material above 3 ft depth should be compacted to highest practicable density.
Total thickness and compaction requirements for flexible pavements to be subjected to channelized traffic
Reference made to modification of design criteria for flexible pavements prompted by pavement distress at air bases caused by channelized traffic of heavy aircraft; tests indicated that increase in total thickness as specified in interim design criteria is not needed; revised or current compaction requirements for cohesionless soils are adequate for deep sand subgrade for depths below about 3 ft from surface; cohesionless material above 3 ft depth should be compacted to highest practicable density.
Total thickness and compaction requirements for flexible pavements to be subjected to channelized traffic
U S Waterways Experiment Station -- Tech Report
Burns, C.D. (Autor:in)
1962
47 pages
Report
Englisch
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Engineering Index Backfile | 1960
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