Laserfiche WebLink
<br /> <br />CITY OF RIVERSIDE <br /> <br />Riverside <br />tze.d <br />All-America c; <br /> <br />, 1111" <br /> <br />AGENCY MEMORANDUM <br /> <br />People Serving <br />People <br /> <br />1998 <br /> <br />HONORABLE MAYOR AND AGENCY MEMBERS <br /> <br />DATE: February 5, 2002 <br />ITEM NO: 5 <br /> <br />SUBJECT: <br /> <br />PILOT STRUCTURAL REPAIR PROGRAM <br /> <br />BACKGROUND: <br /> <br />Integrated Design Services, Inc. (IDS) was retained by the Agency to complete a structural evaluation of <br />the condition of Parking Structures 1 and 2, with specific attention to structural damage and corrosion. <br />This initial Agreement was for $16,000. Originally designed by T.Y. Un International in 1961, Parking <br />Structures 1 and 2 are located at Orange Street, between Mission Inn Avenue and Ninth Street. The two <br />structures consist of cast-in-place post-tensioned concrete slabs and beams. They are one of the <br />earliest post-tensioning constructions in Southern California. This technology has been refined over the <br />years and today is widely used in the construction of large-span concrete parking structures. <br /> <br />IDS' strategy of repair focused on three repair measures. The first measure was to ensure the structural <br />integrity of the closure strips. The second measure was to repair the corroded post-tensioned strands as <br />needed. The third measure was to limit exposure of the strands and the steel hardware to water leakage <br />and other corrosive factors with the objective of preventing future occurrence. In the Preliminary <br />Structural Evaluation Report, IDS identified that the closure strips at the middle of the parking structures <br />have been damaged several times during the life span of the structures. As post-tensioned strands and <br />their anchors are exposed to weather and water, corrosion becomes more progressive. The problem is <br />aggravated as more corrosion results in more concrete spalling, which leads to more exposure to <br />moisture. The original design of the expansion joints in the structures is obsolete, and no longer used in <br />today's construction. Vehicle pounding at these joints is a main contributing factor of the spalling and <br />cracking of the concrete near the joints. <br /> <br />CURRENT ISSUE: <br /> <br />IDS has noted many uncertainties of the existing conditions in both parking structures, and are <br />recommending a Pilot Structural Repair Program at a limited area of a parking slab. The objective of this <br />program would be to, (1) verify existing conditions of a typical section of the damaged area, (2) verify the <br />feasibility and effectiveness of the repairs, (3) provide a more accurate estimate of the construction cost <br />and time of construction of the project, and (4) provide a more defined construction document that would <br />be easily bid. The seismic performance of the connection between the walls and the slabs in the parking <br />structures will also be tested to determine its adequacy to transfer seismic loads, and evaluate its <br />behavior. IDS is best qualified to perform these services based upon their completion of the structural <br />evaluation. <br /> <br />FISCAL IMPACT: <br /> <br />IDS has submitted a proposal for $16,000 to perform the Pilot Structural Repair Program. Funding is <br />available in the Parking Professional Services Account 2830810-421000. <br /> <br />5-1 <br />