Streets - City of Bartlesville

3.0 REHABILITATION PLAN AND BUDGET DEVELOPMENT
3.1 KEY ANALYSIS SET POINTS
Pavement management systems require user inputs in order to complete its condition forecasting and
prioritization. Key operating parameters used in the analysis are as follows:
• Pavement Performance Curves
Figure 11 – ACP Performance Curves
The basic shape of the curves follows traditional sigmoidal performance models such as those
contained in MicroPaver and other commonly used pavement management applications. Similar
curves were created for the concrete street segments.
• Prioritization – The pavement management program prioritizes streets for rehab selection based
on the following formula:
Priority = (100 – PCI) X PWF, where the PWF is the priority weighting factor as follows:
IMS Infrastructure Management Services Bartlesville 2012 Report Rev1 page 13