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<br />Ek.9 <br />EM BAL R. SAINI, P.E. <br />Senior Civil Engineer <br />Page 2 <br />? coordinating the design work among the various disciplines for prepa.ration of <br />_ construction documents and specifications, and for overall design consistency and <br /> quality control. <br />? • Performed quality assurance and checked design calculations for ERI-113 -20. 53 : The <br />_ replacement structure over Veimilion River in Erie County, Ohio is a 3-span 105 <br /> meter long bridge. The superstructure is composed of steel plate girders with a <br />? reinforced concrete deck and safety pazapets. The integral abutments are supported <br /> on piles and the bent type piers are on drilled shaft foundations. The project included <br /> flood hazard evaluation and approach roadway design.Project Engineer: <br />? • Interstate Route 90 (Cleveland urban area) from West 160' Street to West 25"' <br /> Street, approximately seven miles. This section consisted of a new limited access <br /> highway with four lanes in each direction, including two reversible lanes which were <br />? eventually deleted from the construction, with five interchanges and 20 bridge <br /> crossings. The project also included street closings, street relocations, frontage roads, <br />? and temporary runarounds. NIr. Saini was actively involved in the design of <br /> geometrics, profiles and superelevations for the mainline from West 160th Street to <br /> Berea Road, and of interchanges at Alger Road, West 159th Street and West 140th <br /> Street. His responsibilities also included the relocation of Warren Road and the <br /> widening of West 140th Street in the Cities of Cleveland and Lakewood. Earthwork <br /> and roadway quantities were computed with the use of in-house computer programs. <br /> ? Project Manager for the inspection and rehabilitation oftwenty-seven (27) bridges on <br />? Interstate Route 90 in the Cleveland urban area for the Ohio Departmern of <br /> Transportation District Twelve. The work included physical inspection, concrete <br /> sounding, structural steel retrofit, expansion joint modification, providing safety guide <br /> rails, sealing of concrete and installation of a new wearing course. The contract <br /> drawings, specifications and construction cost estimates were prepared for bidding in <br /> construction. <br />- ? Project Manager on Everson Arch Bridge for the West Virginia Depastment of <br /> Transportation: The scope included design of replacement structure and the approach <br /> roadway. The 4 span, 300 ft. long bridge superstructure consists of continuous <br />- composite curved steel stringers supporting a 30-foot wide reinforced concrete deck <br /> with safety parapets. The three piers are "Tee" shaped, approximately 40 ft. ta11, with <br /> spread footings bearing on rock. The north abutment is supported on 30" diameter <br /> drilled caissons bearing on rock, and the south abutment uses spread footings bearing <br /> on rock. This final bridge design was selected after studying several alternates with <br /> different alignment, profile, superstructure and foundation design. Hydrologic and <br />- hydraulic analyses were performed for the selected structure and two of the feasible <br /> alternates. Water surface profiles for various design flows were modeled using the <br />? computer program HEC-2. <br />PROFESSIONAL REGISTRATION: <br />1971, Civil Engineering, State of Ohio <br />I <br />