Airfield Pavement Evaluation Usnas Alameda California
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| Author | : R. J. Lowe |
| Publisher | : |
| Total Pages | : 305 |
| Release | : 1964 |
| Genre | : |
| ISBN | : |
The evaluation of the U.S. Naval Air Station, Alameda, is presented with the allowable gross load capacities of the runways, taxiways, and parking aprons for single, dual, single tandem, and dual tandem wheel assembly aircraft. Information is also included on the construction history, climatic data, and current aircraft traffic. Results of the field and laboratory tests on the pavements and subsurface materials are included in the tables. Results of the evaluation show the runways to be in excellent condition and the taxiways and parking aprons to be in poor to fair condition. (Author).
| Author | : H. Tomita |
| Publisher | : |
| Total Pages | : 93 |
| Release | : 1971 |
| Genre | : |
| ISBN | : |
The results of a condition survey of the airfield pavements at the USNAS Alameda, California are presented. The survey established statistically-based condition numbers (weighted defect densities) which were direct indicators of the condition of the individual asphaltic concrete and portland cement concrete pavement facilities. Additional evaluation efforts included photographic coverage of defect types, preparation of the construction history of the station, compilation of data on current aircraft traffic and aircraft types using the station, performance of runway skid resistance tests, and a study of the requirements for future pavement evaluation efforts. (Author).
| Author | : R. J. Lowe |
| Publisher | : |
| Total Pages | : 191 |
| Release | : 1965 |
| Genre | : |
| ISBN | : |
The evaluation of the U.S. Naval Air Station, Miramar, is presented with the allowable gross load capacities of the runways, taxiways, and parking aprons for single, dual, single tandem, and dual tandem wheel assembly aircraft. Information is also included on the construction history, climatic data and current aircraft traffic. Results of the field and laboratory tests on the pavements and subsurface materials are included in the tables. Results of the evaluation show that the load-carrying capacity of the runways, taxiways, and parking aprons with the exception of Parking Apron 2 and the 8-in.thick section in Parking Apron 5 are capable of withstanding the loads imposed by current aircraft. However, some localized areas in the asphaltic concrete portion of Runway 6R-24L did not meet the present requirements. (Author).
| Author | : R. J. Lowe |
| Publisher | : |
| Total Pages | : 210 |
| Release | : 1967 |
| Genre | : |
| ISBN | : |
The evaluation of the pavement at U.S. Naval Air Station, Los Alamitos, California is presented with the allowable gross load capacities of the runways, taxiways and parking aprons for single, dual, single-tandem, and dual-tandem wheel assembly aircraft. Information is also included on the construction history, design pavement section, climatic data, current aircraft traffic, and pavement and soils profiles. Results of the field and laboratory tests on the pavements and subsurface materials are included in the tables. Results of the evaluation show that runways 4L-22R, taxiways 8 and 10, and the old concrete and asphaltic concrete portions of Parking Aprons 1 and 2 are being overloaded by aircraft currently operating at the air station. In addition, abandoned Runway 16-34 is being overloaded by aircraft using it for ordnance loading and unloading. (Author).
| Author | : R. J. Lowe |
| Publisher | : |
| Total Pages | : 298 |
| Release | : 1966 |
| Genre | : |
| ISBN | : |
The evaluation of the U.S. Naval Air Station, North Island, is presented with the allowable gross load capacities of the runways, taxiways, takeoff mats, and parking aprons for single, dual, single-tandem, and dual-tandem wheel assembly aircraft. Information is also included on the construction history, climatic data, and current aircraft traffic. Results of the field and laboratory tests on the pavements and subsurface materials are included in the tables. (Author).
| Author | : R. J. Lowe |
| Publisher | : |
| Total Pages | : 173 |
| Release | : 1966 |
| Genre | : |
| ISBN | : |
The evaluation of pavement at the U.S. Naval Air Station, Moffett Field, California, is presented with the allowable gross load capacities of the runways, taxiways, and parking aprons for single, dual, single-tandem, and dual-tandem wheel assembly aircraft. Information is also included on the construction history, climatic data, and current aircraft traffic. Results of the field and laboratory tests on the pavements and subsurface materials are included in the tables. Results of the evaluation show that Runway 14L-32R, the East Taxiway, the Diagonal Taxiway, the 6-inch-thick pavement in Parking Apron 1, the 7-inch-thick pavement in Parking Apron 2, and the pavements inside Hangars 1, 2, and 3 are being overloaded by the current aircraft stationed at NAS Moffett Field, California. (Author).
| Author | : David J. Lambiotte |
| Publisher | : |
| Total Pages | : 120 |
| Release | : 1970 |
| Genre | : |
| ISBN | : |
The results of a survey regarding the condition of the airfield pavements at the U.S. Naval Air Station, North Island, California is presented. The survey established statistically-based condition numbers (weighted defect densities) which were direct indicators of the condition of individual asphaltic concrete and portland cement concrete pavement facilities. Additional evaluation efforts included photographic coverage of defect types, preparation of the construction history of the station pavements, compilation of data on current aircraft traffic and aircraft types using the station, performance of runway skid resistance tests, and a study of the requirements for future pavement evaluation efforts. (Author).
| Author | : D. J. Lambiotte |
| Publisher | : |
| Total Pages | : 231 |
| Release | : 1969 |
| Genre | : |
| ISBN | : |
The evaluation of the pavement at the U.S. Naval Air Station, Imperial Beach, California is presented with the allowable gross load capacities of the runway, taxiways, and parking aprons for single, dual, single-tandem, and dual-tandem wheel assembly aircraft. Results of the evaluation show that the runway, most taxiways, and portland cement concrete Parking Apron 1 are being overloaded by the larger transport aircraft using the station. A visual condition survey of the pavements at the station show that pavement conditions ranged from fair to good with the average pavement rated fair. One 1,000 foot portion of the runway was in very poor condition, however, and was considered at the point of indipient failure. (Author).
| Author | : D. J. Lambiotte |
| Publisher | : |
| Total Pages | : 92 |
| Release | : 1971 |
| Genre | : |
| ISBN | : |
The results of a condition survey of the airfield pavements at the U.S. Naval Air Station, Point Mugu, California are presented. The survey established statistically-based condition numbers (weighted defect densities) which were direct indicators of the condition of the individual asphaltic concrete and portland cement concrete pavement facilities. Additional evaluation efforts included photographic coverage of defect types, preparation of the construction history of the station, compilation of data on current aircraft traffic and aircraft types using the station, performance of runway skid resistance tests, and a study of the requirements for future pavement evaluation efforts. (Author).
| Author | : David J. Lambiotte |
| Publisher | : |
| Total Pages | : 101 |
| Release | : 1970 |
| Genre | : |
| ISBN | : |
The results of a condition survey of the airfield pavements at the U.S. Naval Air Station, Miramar, California is presented. The survey established statistically-based condition numbers (weighted defect densities) which were direct indicators of the condition of the individual asphaltic concrete and portland cement concrete pavement facilities. Additional evaluation efforts included photographic coverage of defect types, preparation of the construction history of the station, compilation of data on current aircraft traffic and aircraft types using the station, performance of runway skid resistance tests, and a study of the requirements for future pavement evaluation efforts. (Author).
