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<br /> City of Arden Hills <br /> Budget Analysis Report <br /> May 04, 2006 <br /> Page 6 <br /> . Budget Needs and Scenarios <br /> The data collected from the PCI surveys was correlated to other City-supplied <br /> information such as pavement age, functional class, and historical budget expenditures <br /> to serve as the basis for multi-year budget projections. The following pages describe <br /> the general process that GoodPointe Technology followed to develop the budget needs <br /> and scenarios for the City of Arden Hills. <br /> Introduction <br /> Once the pavement network has been defined and each section has been inspected, <br /> the condition of the overall network condition without maintenance or rehabilitation can <br /> be determined by projecting the PCI into the future. Pavement sections are selected for <br /> maintenance and rehabilitation during a multi-year analysis period if they meet the <br /> decision criteria established based on PCI, functional class and surface type. When <br /> they are identified for maintenance or rehabilitation, a network-level budget planning <br /> maintenance strategy for pavements of that condition is used to determine the funds <br /> needed for that section. Those funding needs are totaled for each year of the analysis <br /> period to determine budget needs. <br /> The first step is to identify the best maintenance strategy for each pavement surface <br /> type - pavement condition group and develop decision trees. This requires a long-term <br /> life cycle cost analysis of typical pavements from each group in different condition <br /> categories. The following three general maintenance categories have been correlated <br /> to the respective PCI ranges to provide a realistic maintenance and rehabilitation <br /> treatment assignment. <br /> . Seal Coat At the high end of this range, pavements may have little or no distress. At <br /> the low end of this range pavements may require intensive local repairs <br /> and/or seal coats. A pavement in this category may be generally <br /> described as "good;> to "excelient" with a PCI between 65 and 85. <br /> Overlay Pavements have a significant level of distress that mayor may not be <br /> load-related. A pavement in this category may be generally described as <br /> "poor" to "fair" with a PCI between 25 and 65. <br /> Reconstruct Pavements have extensive amounts of distress. A pavement in this <br /> category may be generally described as "very poor" to "failed" with a PCI <br /> between 0 and 30. <br /> Pavement Management Decision Tree <br /> Each pavement section was analyzed according to its predefined global and local <br /> strategy and processed through the following pavement management decision tree. <br /> . <br />