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Understanding of Need / Scope of Work ( �' Data management will be performed in -house at our Oceanside office. At the completion of the project, the MicroPAVER database will be placed within your information services /communication network. 3. Section Distress and PCI Reporting Once inspections are completed, we will generate a draft Pavement Condition Index (PCI) Report for City staff to review. PCI reports will include the necessary data listed within the Countywide Pavement Management Program, Guidelines Manual; Chapter 3 (Agency Submittals). At a minimum, the Santa Ana Pavement Condition Index (PCI) Report will include: • Present condition index per segment, per rank, per maintenance zone and citywide • Present condition of segments and future performance for the next seven years based on performance prediction modeling and local conditions • Identify the form, condition and causes of pavement failure (if possible) Deliverable: Citywide draft PCI report, Pavement segment data required within Chapter 3 MicroPAVER Guideline Manual (OCTA) TASK 1.4: Budgetary Analysis We will assist the City in developing the most cost - effective preventative maintenance, repair and rehabilitation strategies possible. This will be accomplished by meeting with the City to discuss and strategize maintenance activities that are currently being used by the City. Based on the City's current AC & PCC applications and other maintenance practices used we will conduct an historical and prospective analysis on the conditional and financial impact these current practices have on the pavement network. Based on our fiscal and deterioration analysis, we will present our results and recommendations to City staff. This analysis will become an essential building block for the 2016 -2023 fiscal year maintenance programs. We will establish a maintenance "decision tree" that will be used to generate pavement recommendations that match current 2016 maintenance approaches. This will be accomplished by assessing /updating the unique and individual deterioration curves within MicroPAVER based on functional class (i.e. arterial, collector, local), ride quality, traffic volumes and age. Our staff will review the Santa Ana's deterioration curves that have been developed based on historical pavement condition, inspection, surface type, MicroPAVER deterioration, and road class. The curves will be modified based on 2016 pavement conditions. The strategies that are typically reviewed are rehabilitation and reconstruction (R &R), localized maintenance, slurry seals, and various overlay types, the expected improvement in pavement condition, the life -cycle extension that would result and the unit costs for maintenance. 3 -5 25D -16