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■ AECOM <br />Robert Fish, PE <br />Bridges <br />FrIm -ntinn qnH PPcrigtratinnq <br />BS/1981 /Civil Engineering <br />PE /1985 /California, No: 39540 (Civil) <br />SE /1993 /California, No: 3674 (Structural) <br />Bob Fish is a former Caltrans bridge engineer with extensive structural engineer- <br />ing experience, ranging from bridge and tunnel design to bridge engineering design <br />support and construction. He is a company -wide resource for seismic analysis and <br />design, and has demonstrated expertise in designing with all major forms of build- <br />ing materials, including reinforced and prestressed concrete, welded steel, timber, <br />and masonry <br />Auto Center Drive Grade Separation; Corona, California: Lead structural engineer. <br />The structure is a 3 -span 454 -ft long, 102 -ft wide CIP /PS box girder bridge <br />supported on high cantilever seat type abutments and 6- column bents. Both <br />abutments and bents are supported on driven steel piles. This project is currently <br />under design, and Robert is responsible for developing PS &E for the Structural <br />portions of the projects which include a number of temporary and permanent <br />MSE walls. <br />City College Light Rail Transit Station BicVcle /Pedestrian Crossing. Sacramento, <br />California: Project manager coordinating the project team subconsultants for <br />surveying, geotechnical, civil, environmental and public outreach. Developing <br />crossing alternatives, working with stakeholders for approval of preferred <br />alternative, developing 30 percent -level design, producing the feasibility study <br />report. <br />First Street Bridge, City of Napa, California. Lead structural engineer on a new <br />bridge structure carrying First Street over Napa Creek and the U.S. Army Corps <br />of Engineers' future Napa Bypass. The new bridge will be a three -span, cast - <br />in -place prestressed, haunched box girder. The total length is 344 feet and the <br />approximate width is 64 feet. Foundations are designed to accommodate a deep <br />scour potential. Performed the analysis and design, and wrote the specifications <br />for the new bridge. <br />Caltrans On -Call Structures Project Development (59A0481), California: As a <br />senior structural engineering manager, developed very detailed cost estimates <br />for three Caltrans projects prior to bid. The task order No. 1 cost estimate ($52.6 <br />million) was provided as part of a report "study of cost estimating," containing <br />detailed methodology and practices for developing quantities and cost estimates. <br />The report also provides an evaluation of "risk" (cost and project delay) associated <br />with each item in regards to bidding and construction. Caltrans will use the <br />report to augment and enhance their methodologies. The AECOM estimate was <br />within 2 percent of actual bid. Bid results are still pending for tasks 2 and 3, <br />which required similarly comprehensive and detailed cost estimates. AECOM was <br />retained by Caltrans Division of Structures (District 59) for contract No. 59AO481 <br />to perform on -call structures project development for Caltrans projects within <br />Districts 5, 6, 8, 9, and 10. Under this contract, AECOM completed the first task <br />order assigned by Caltrans Program /Project & Resource Management. Work <br />included developing an extremely detailed cost estimate of a Caltrans project <br />prior to bid. The cost estimate was provided as part of a report "Study of Cost <br />Estimating," which detailed AECOM methodology and practices for developing <br />both quantities and cost estimates. <br />1 -215 Segment 1 and 2, San Bernardino, Californian Structure Task Manager. The <br />1 -215, Segment 1 project consists of widening and reconstructing the existing <br />six -lane freeway to accommodate the addition of HOV and mixed -flow lanes, with <br />an ultimate 10 -lane configuration. This includes new overcrossings and widened <br />undercrossings to accommodate the wider freeway design. Bob was responsible <br />for Type Selection, Independent Check, Seismic Analysis (including fault rupture), <br />project standard special provisions, and Plans, Specifications, and Construction <br />Cost Estimates (PS &E). <br />II� <br />e 4tl 000 <br />®® Proposal for Project Study Report Equivalent and Conceptual Engineering Plans for <br />Santa Ana Boulevard Grade Separation Project <br />