Published in 1978
From this very limited study, it was concluded that (1) even when the road cross section was distorted, the contractor did an excellent job of controlling the average application rate; (2) the percent compaction, while acceptably high, did not increase as the rate of application increased; (3) about 3 vibratory roller passes were equivalent to about 5 static passes; and (4) riding quality appeared to be a function of thickness, with the 165 lb yd².- section having the lowest roughness value.
Last updated: January 27, 2024