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<br /> <br /> ~`~II~.II ~m~ <br /> , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , <br /> ..............~I~I~I~I~I~I~I~I~I~I~I~I~I~I~I~L............._. <br /> <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 /> Bridges support and construction. He is acompany-wide resource for seismic analysis and <br /> IIIIIIIIIII; lui° ~~li~ . II' . 'iii design, and has demonstrated expertise in designing with all major forms ofbuild- <br /> ingmaterials, including reinforced and prestressed concrete, welded steel, timber, <br /> BS/1981/Civil Engineering and masonry <br /> PE/1985/California N o: 39540 Civil <br /> ( ) <br /> SE/1993/California, No: 3674 (Structural) <br /> _~'i' gym" Lead structural engineer. <br /> II II I I I <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 /> II <br /> ~ II II ~ ~ II ~ ~ I ~I' <br /> ~ , ~ 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 /> I II Lead structural engineer on a new <br /> <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 athree-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 /> ~ I I r <br /> I ~ III Y ~ II IIIIIIIWw I u~ur 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. 59A0481 <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 esti mate 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 /> , ~ ,I, II I., I i, ..i..I,.w. ; IIII'I ~~StructureTask Manager.The <br /> -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,andConstruction <br /> Cost Estimates (PS&E). <br /> a <br /> <br /> i , II <br /> II ~ ~ II x „N~~~ ~~~~~~~W ~ ~ ~ ~ III II I I <br /> ~vird ~ ~ ~ L ~,~~„fii~ il,,,, „ <br /> ir~ ~ ~ . <br />