Quality of highway construction is a major concern for highway agency
engineers and contractors, and density of asphalt-concrete pavement is
one of the primary quality-control parameters. The present study eval
uates the use of the nuclear gauge as a prospective quality-control to
ol by comparing nuclear-gauge performance with core density measuremen
ts. Density measurements were recorded by the contractor and the highw
ay department using both core and nuclear-gauge methods on four paving
projects, and statistical analyses conducted to compare the results.
The analyses indicate that there is no statistical difference between
the testers (contractor or highway department) or in the variability o
f the measurements obtained by the different methods. However, it is o
bserved that that the means of the measurements obtained by the differ
ent methods are statistically different and that density variability d
epends on type of mix. A multiple-regression model is developed that c
orrelates core density with nuclear gauge readings and type of pavemen
t.