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Design of Alternate Launch and Recovery Surfaces for Environmental Effects
This report documents a research effort to develop pavement design requirements for Alternate Launch and Recovery Surfaces (ALRS) that will minimize the cost and reduce deterioration due to environmental (i.e. climate and aging) factors. A minimum asphalt surface thickness of 2 inches was established through traffic testing of three test items. Seven environmentally aged pavements in nontraffic areas (shoulders, overruns, etc.) were trafficked to failure. Results from these tests indicated that the base course strength was below the design strength and therefore pavements failed before design estimates.
Design of Alternate Launch and Recovery Surfaces for Environmental Effects
This report documents a research effort to develop pavement design requirements for Alternate Launch and Recovery Surfaces (ALRS) that will minimize the cost and reduce deterioration due to environmental (i.e. climate and aging) factors. A minimum asphalt surface thickness of 2 inches was established through traffic testing of three test items. Seven environmentally aged pavements in nontraffic areas (shoulders, overruns, etc.) were trafficked to failure. Results from these tests indicated that the base course strength was below the design strength and therefore pavements failed before design estimates.
Design of Alternate Launch and Recovery Surfaces for Environmental Effects
A. J. Bush (author) / R. C. Gunkel (author) / G. L. Regan (author) / R. L. Berg (author)
1984
206 pages
Report
No indication
English
Air Transportation , Launching , Recovery , Pavements , Aircraft , Environments , Climate , Asphalt , Deterioration , Requirements , Surfaces , Traffic , Design , Alternatives
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