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A. Past.
B. Social
C. Family
D. Any of the above.
A. 4
B. 5
C. 6
D. 7
A. 4
B. 5
C. 6
D. 7
A. To design new pavements
B. To assess the structural integrity of existing pavements
C. To estimate traffic volume on roads
D. To determine the cost of pavement construction
A. Rutting
B. Shoving
C. Block cracking
D. Alligator cracking
A. Benkelman beam test
B. Dynamic cone penetrometer test
C. Falling weight deflectometer test
D. Pavement condition index
A. Rut depth
B. Skid resistance
C. Surface smoothness
D. Cracking severity
A. Reactive maintenance
B. Preventive maintenance
C. Corrective maintenance
D. Routine maintenance
A. Traffic load
B. Climate conditions
C. Pavement evaluation results
D. Construction cost
A. To increase construction time for pavements
B. To reduce the number of pavements in a road network
C. To optimize the allocation of maintenance resources and prolong pavement life
D. To estimate traffic speed on roads
A. Shoving
B. Rutting
C. Bleeding
D. Pumping
A. To evaluate the strength of pavement materials
B. To estimate the traffic load capacity of pavements
C. To rate the overall condition of the pavement based on visual inspection
D. To determine the elastic modulus of the pavement
A. Preventive maintenance
B. Corrective maintenance
C. Routine maintenance
D. Reactive maintenance