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Airfield Pavement Evaluation, Bradshaw Army Airfield Pohakuloa Training Area, Hawaii
An airfield pavement investigation was performed in February 1994 at Bradshaw Army Airfield, Pohakuloa Training Area, Hawaii, to develop information pertaining to the structural adequacy of the airfield pavements for continued use under current mission and the upgrading of the pavements for mission changes. The pavement surface condition was evaluated using the pavement condition index (PCI) condition survey procedure, and a nondestructive evaluation procedure was used to determine the load-carrying capability of the pavements and overlay requirements for continued use of the pavements under current missions. Results of the evaluation are presented including: (a) a tabulation of the existing pavement features, (b) the results of the nondestructive tests performed using a dynamic cone penetrometer, (c) the PCI and condition rating of the surface of each pavement feature, (d) a structural evaluation of each feature based on the projected 20-year day-today traffic, (e) the pavement classification number for each pavement facility, and (f) maintenance and repair recommendations based on the structural evaluation and condition survey.
Airfield Pavement Evaluation, Bradshaw Army Airfield Pohakuloa Training Area, Hawaii
An airfield pavement investigation was performed in February 1994 at Bradshaw Army Airfield, Pohakuloa Training Area, Hawaii, to develop information pertaining to the structural adequacy of the airfield pavements for continued use under current mission and the upgrading of the pavements for mission changes. The pavement surface condition was evaluated using the pavement condition index (PCI) condition survey procedure, and a nondestructive evaluation procedure was used to determine the load-carrying capability of the pavements and overlay requirements for continued use of the pavements under current missions. Results of the evaluation are presented including: (a) a tabulation of the existing pavement features, (b) the results of the nondestructive tests performed using a dynamic cone penetrometer, (c) the PCI and condition rating of the surface of each pavement feature, (d) a structural evaluation of each feature based on the projected 20-year day-today traffic, (e) the pavement classification number for each pavement facility, and (f) maintenance and repair recommendations based on the structural evaluation and condition survey.
Airfield Pavement Evaluation, Bradshaw Army Airfield Pohakuloa Training Area, Hawaii
W. P. Grogan (Autor:in)
1994
63 pages
Report
Keine Angabe
Englisch
Civil Engineering , Air Transportation , Nondestructive Testing , Landing fields , Pavements , Nondestructive testing , Classification , Hawaii , Maintenance , Missions , Penetrometers , Requirements , Surface properties , Surveys , Test and evaluation , Traffic , Loads(Forces) , Surface analysis , Army facilities , Pavement condition