By Bill Gunston

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086 m/km less than that of divided highway projects. The DELTON ET AL. 08 m/km that is used in the current ADOT specification. Therefore, it may be concluded that the difference in smoothness between divided and non-divided highway projects is not related to smoothness difference in old pavements where non-divided highway pavements are usually much rougher than that of divided highway pavements. Instead, the difference may be mainly associated with the greater variability in quality within the same contractor and among different contractors.

New Overlay, 1995-2000 Figures 5 and 6 show the Incentive/Disincentive amounts for individual contractors for the year 2000. Figure 5 shows details regarding the number of projects of each size for each contractor. Figure 6 includes detailed information on the type of design each contractor was built. The detailed information is in the parenthesis following each contractor's name. DELTON ET AL. ON HIGHWAY TYPE AND DESIGN STRATEGY Figure 5 - Incentive Pay by Contractor, Number of Projects per Size (Small, Medium, Large) Incentive Pay by Contractor, Number of Each Design Type (Remove & Overlay, Overlay, Thin Resurface, New Construction) Figure 6 - 39 40 CONSTRUCTINGSMOOTH HOT MIX ASPHALT The ultimate concern is the amount of benefit gained from having the smoothness specification versus its cost.

0 blanking band. Using the correlation equation, a new specification can be developed that will allow for a graduated pay scale in the incentive range, creating the linear/stepwise combination. 7) becomes the highest PI value for the bonus range. 4 mm/km) is the lowest value in thel00% pay range. This range is the middle step of the suggested pay function presented as Figure 9. 0 blanking band are found below in Table 8. _= 30 ,,e 25 Ill o. , m Q. "" . . 0) 24 CONSTRUCTING SMOOTH HOT MIX ASPHALT The suggested pay function, presented as Figure 9, developed from Table 8 becomes the following.

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