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■ AECOM <br />Mohan Char, PhD, P� <br />Structures Lead <br />Education and Registrations <br />PhD /1993 /Structural Engineering <br />BE /1986 /Civil Engineering <br />M E /1988 /Structural Engineering <br />PE /1998 /California, No: 57894 <br />Dr. Mohan Char has many years of experience working with Caltrans, local agen- <br />cies, and land developers, and developing contract documents for bridge plans, <br />specifications, and construction cost estimates (PS &E) projects. He is specialized <br />in seismic nonlinear time - history and nonlinear time dependent creep /shrinkage <br />analyses. He has an intimate knowledge of the Caltrans procedures for develop- <br />ment of project- specific standard special provisions. He has been involved in sev- <br />eral challenging structural projects for interchanges, grade separations, freeway <br />overcrossings and undercrossings, railroad overheads and underpasses, major toll <br />bridges, and bridge widenings. <br />Monte Vista Grade Separation over UPRR, Montclair, California: Project manager. <br />AECOM was retained to provide preliminary and final engineering design and <br />construction management for the Monte Vista grade separation over the UPRR. <br />AECOM was selected based on its in -depth understanding of grade separation <br />design and construction management gained from the completion of numerous <br />complex projects, including similar significant projects on the Alameda Corridor <br />such as the Redondo Junction and Pacific Coast Highway grade separations <br />Auto Center Drive Grade Separation over BNSF, Corona, California. Structural <br />task manager. Mohan Char is responsible for responsible for developing PS &E for <br />structural portions of this project which included a number of MSE walls. The Auto <br />Center Drive overhead is a three -span cast -in -place concrete box superstructure <br />that carries four vehicular traffic lanes and a median over the BNSF ROW. The <br />bridge has a high skew and design features have adapted to the many utility lines <br />present in the area. The structure is a 353 -ft long, 76 -ft wide CIP /PS box girder <br />bridge supported on high cantilever seat type abutments and drilled shaft bents. <br />Dillon Road Grade Separation over UPRR, Coachella, California: Structural task <br />manager responsible for developing plans, specifications and estimates for <br />structural portions of this project which included a number of MSE walls. The <br />structure is a two -span, 296 foot long, 62 foot wide cast -in -place /prestressed <br />box girder bridge supported on high cantilever seat type abutments and a three - <br />column bent. <br />Ramona Boulevard Grade Separation over UPRR +Metrolink, El Monte, California: <br />Submittals /RFI engineer. Grade separation at the UPRR and Metrolink crossings <br />of Ramona Boulevard. Ramona Boulevard was lowered to cross under the two <br />existing tracks, as well as to accommodate the construction of a future third <br />track. The project consists of the construction of two railroad bridge structures <br />and a substructure for a future bridge to the north. Also, a temporary shoofly track <br />for both Metrolink and UPRR, a pump station and various retaining walls, a water <br />line and several storm drain lines. <br />University Parkway /State Street Grade Separation over BNSF, San Bernardino, <br />California: Structural task manager. The project straddles the City of San <br />Bernardino and the County of San Bernardino border. University Parkway changes <br />its name to State Street at the city /county boundary. The City of San Bernardino <br />was the lead agency with regards to environmental work. University Parkway/ <br />State Street runs north /south. Immediately south of the railroad, University <br />Parkway /State Street is intersected by Cajon Boulevard, running southeast to <br />northwest, parallel to the railroad. <br />Compton Creek UPRR Railroad Bridge and Utility Bridge, Rancho Dominguez, <br />California Bridge engineer. Civil engineering design for bridge type selection, <br />preliminary engineering design, utility design and relocation, channel hydraulic <br />modeling and studies, final design, and preparation of the construction <br />documents (plans, specifications and estimates) for the Compton Creek bridge, <br />which also included a parallel utility bridge. <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 />