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Summary of Results of 1993 Field and Laboratory Evaluations of Pavement Marking Materials. Volume 1. Field Evaluations. Sashto Regional Test Facility
Field test desks on both Portland cement concrete (PCC) and bituminous concrete (asphalt) surfaces were evaluated. The decks were selected using the guidelines of ASTM D 713. Four-lane divided sections were considered desirable with a minimum average daily traffic (ADT) for the outside lane of 5,000. The field site had to be free-rolling with no grades, curves, or intersections or access points near enough to cause excessive braking or turning movements and had to have good drainage. the wear was to be uniform with full exposure to the sun throughout daylight hours. The surfaces had to be representative of the pavements upon which the traffic marking materials would be applied in practice. All of the striping materials were placed by the manufacturers.
Summary of Results of 1993 Field and Laboratory Evaluations of Pavement Marking Materials. Volume 1. Field Evaluations. Sashto Regional Test Facility
Field test desks on both Portland cement concrete (PCC) and bituminous concrete (asphalt) surfaces were evaluated. The decks were selected using the guidelines of ASTM D 713. Four-lane divided sections were considered desirable with a minimum average daily traffic (ADT) for the outside lane of 5,000. The field site had to be free-rolling with no grades, curves, or intersections or access points near enough to cause excessive braking or turning movements and had to have good drainage. the wear was to be uniform with full exposure to the sun throughout daylight hours. The surfaces had to be representative of the pavements upon which the traffic marking materials would be applied in practice. All of the striping materials were placed by the manufacturers.
Summary of Results of 1993 Field and Laboratory Evaluations of Pavement Marking Materials. Volume 1. Field Evaluations. Sashto Regional Test Facility
1994
168 pages
Report
Keine Angabe
Englisch
Temperature segregation of warm mix asphalt pavement: Laboratory and field evaluations
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