Loading...
HomeMy WebLinkAbout12/15/2009, C6 - REQUEST FOR PROPOSALS - 2009-11 PAVEMENT DEFLECTION TESTING, SPECIFICATION NO. 90993 council M.-C.,D� 12-15-09 j agenda RepoRt 1�N..b,. CI& CITY OF SAN LUIS OBISPO FROM: Jay D. Walter, Director of Public Works 7D'W Prepared By: Manuel Guzman SUBJECT: REQUEST FOR PROPOSALS — 2009-11 PAVEMENT DEFLECTION TESTING, SPECIFICATION NO.90993 RECOMMENDATION 1. Approve the Request for Proposals to provide pavement deflection testing and analysis services. 2. Authorize Staff to advertise for proposals. 3. Authorize the City Manager to execute an agreement with the selected consulting firm if the consultant's proposed fees are less than $50,000. DISCUSSION Background Public Works staff is currently in the planning stage for pavement maintenance activities for the next two years. Using MicroPaver, a computer program the City uses for pavement management, staff has identified streets in Pavement Areas 3 and 4 that are likely candidates to be included in the reconstruction and resurfacing projects over the next two years. Based on recent Council direction, staff is also reviewing all arterial streets to determine their need for improvement to reach new quality goals for these types of streets. One of the features of MicroPaver is the ability to generate a workplan showing how to spend pavement maintenance dollars in the most effective manner. Recommendations by MicroPaver are based on the pavement materials, maintenance history and the Pavement Condition Index (PCI). The PCI is a number ranging from 0-100 and is calculated from visual inspection information. A high PCI is a road in good to excellent condition, while a low PCI is a road in poor condition. This analysis has been performed and a preliminary list of streets has been established for the next two years. The next step in the process of finalizing the scope of work is to determine the level of funding needed to achieve quality goals on the major streets and the actual rehabilitation work needed (reconstruction or overlay) for each of these streets. The streets included in the recommended work plan generally fall into one of two categories: 1) streets with enough remaining structural strength to support an asphalt overlay; and 2) streets which have lost most or all of the structural strength and will require complete reconstruction. The information gathered from deflection testing helps determine which category each of the streets falls under. Deflection testing is an actual test of the pavement that reveals the existing pavement's strength. By utilizing consultant services to perform deflection testing (a service that Request for Proposals for Pavement Deflection Testing Page 2 cannot be provided in-house), staff will have the information necessary to correctly prioritize, design and construct pavement rehabilitation projects. If approved, this Request for Proposals (RFP) will be sent to engineering consulting companies that specialize in evaluating pavement conditions. The RFP contains a list of streets that are anticipated to be reconstructed in the next two years. FISCAL IMPACT Deflection testing is budgeted in the 2009-11 Financial Plan as part of the Street Reconstruction and Resurfacing project. The project budget includes $25,000 every two years for deflection testing. Staff expects proposals to come in higher than the allocated funding and has set a maximum expenditure of $50,000. Additional funds are available in the Pavement Master Account which has a balance of over$2,561,892 to support this request. ALTERNATIVE Defer deflection testing. The City Council would chose to forgo deflection testing and direct staff to proceed with next year's pavement reconstruction and rehabilitation projects. This alternative is not recommended as staff would have to rely on theoretical calculations to estimate existing pavement strength. AVAILABLE FOR REVIEW IN THE COUNCIL OFFICE Request for Proposal for Paving Evaluation Request 2009-11, Specification No. 90993. \\distore4\Team\Cound1 Agenda Reports\Public Works CAR\2009\CIP\90993 Deflection Testing 2009-11\90993 CAR(Advertising).doc C6 _a