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 as fair. One 1,000 foot portion of the runway was in very poor condition, however, and was considered at the point of incipient failure. (Author)


    Access

    Access via TIB

    Check availability in my library


    Export, share and cite



    Airfield Pavement Evaluation - USNAS Miramar, California

    R. J. Lowe / W. H. Chamberlin | NTIS | 1965


    Airfield Pavement Evaluation - Usnas Alameda, California

    R. J. Lowe / W. H. Chamberlin | NTIS | 1964



    Airfield Pavement Evaluation, Usnas Glenview, Illinois

    D. J. Lambiotte / R. B. Brownie | NTIS | 1970


    Airfield Pavement Evaluation, Usnas Seattle, Washington

    D. J. Lambiotte / W. H. Chamberlin | NTIS | 1967