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r, Renato Jacob, P.E.
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<br />substructure consisting of conventional bascule piers which enclose the counterweight along with the machinery and electrical
<br />equipment. The bascule piers are supported on 1,22m- diameter drilled shafts. The superstructure type for the approach spans is a
<br />precast concrete segmental box girder and a substructure consisting of cast -in -place or precast concrete piers supported on a
<br />F� cast -in -place foundation cap with 1.22m- diameter drilled shafts. The span length for the bascule span is 56m between centerline of
<br />trunnions and 61 m between the centerline of foundations of the bascule piers. This span arrangement is necessary to provide the
<br />required horizontal clearance of the channel. The span arrangement for the west side approach is a three span unit consisting of
<br />j spans of 39.0m, 36.570m, and 30.543m with the longest span adjacent to the bascule span. The east side approaches consist of a
<br />J five span unit with spans of 39.0m, 36.570m, 31.045m, 25.175m, and 18.738m. The total length of each bridge is 332.641 m.
<br />r Mr. Jacob was responsible for ensuring project was constructed as per plans and specifications. Responsibilities also included
<br />construction inspection, sampling and testing of materials and supervision of project documentation. Involved in resolution of
<br />construction conflicts, which included field changes, negotiating, estimating and analysis of construction claims and change orders.
<br />I`] Reviewed contractor submittals including schedules, shop drawings, construction methods, installation plans and traffic control
<br />i
<br />plans. FDOT Project Manager: Deborah Ihsan, Clara Scott, PE (Retired) Phone: (561) 432 -4966.
<br />1 5101 — 6/02, Inspector, HEFT Widening from SR 836 to 1.75, Florida's Turnpike Enterprise, Florida. This project is to
<br />construct for the widening of 14 miles, beginning at the Homestead Extension of the Turnpike, to provide three lanes in each
<br />r, direction. Work included roadway and bridge widening, drainage improvements, overhead signing, high resistant lighting,
<br />landscaping and the construction of two new toll plazas. Responsibilities included: depth check, string line, densities of stabilized
<br />f subgrade and optional base groups, asphalt documentation and concrete placement and testing. FDOT Turnpike Manager: Mario
<br />Rojas; (305) 827 -2746, Ext, 1569.
<br />10/98 — 4/01, Office Engineer, Boynton Beach Bridge Replacement, FDOT District IV, Boynton Beach, Florida. This new
<br />$24- million bascule bridge project consisted of total reconstruction - demolition of the existing bridge and reconstruction of a new
<br />bascule bridge which had many unique features including architectural precast features, inverted concrete T -beams for the
<br />approach spans and Tensar retained earth wall approaches. This was the first use of the unique shape of these concrete T-
<br />beams in Florida. Responsibilities included overseeing the preparation of all change orders, supplemental agreements, work
<br />orders, final estimates documentation, Construction Quality Reporting (CQR) data input, monthly pay estimates and all other
<br />contract paperwork requirements. FDOT Project Manager: Deborah Ihsan; (561) 432 -4966.
<br />2198 — 9198, Senior Inspector, Oakland Park Avenue Reconstruction of In and Out Ramps and Toll Plazas to Sawgrass
<br />Expressway, Florida's Turnpike Enterprise, Ft. Lauderdale, Florida. This project involved the reconstruction of in and out
<br />ramps to Sawgrass Expressway and new construction of the toll plaza on each ramp. Responsibilities included inspections of
<br />work performed, recording and taking samples, involving earthwork, street lighting, signalization, concrete placement and asphalt
<br />paving operations. FDOT Turnpike Project Manager: Don Cronk; (954) 975 -4855.
<br />5197 — 2198, Treshold Inspector, L'Hermitage East Tower, Gopman Consulting Engineers, Inc., North Miami Beach, Florida.
<br />This project is to build a 28 story building above habitable plane (17' -0 ") with 220 unit condominiums, balconies, 3 stories parking
<br />facilities and landscaped swimming pool. The total building area is 856,672 SQ. FT. Mr. Jacob was responsible for ensuring
<br />project was constructed as per plans and specifications. Responsibilities also included but not limited to construction inspections of
<br />rebars, every post- tensioned cable, concrete materials and for any construction related to building shell construction. Structural
<br />Engineer /Designer: Mr. Herman Gopman; (305) 932 -5911.
<br />10195 — 11/96, Inspector, LeJeune Road Interchange, FDOT District VI, Miami, Florida. This project involved the construction
<br />of new ramps between SR -836 and N.W. 45th Avenue and the reconstruction of SR -836, LeJeune Road and the vicinity of the
<br />Miami International Airport. Responsibilities included density taking and maintaining the density log book for embankment, storm
<br />drainage installation, asphalt placement over new limerock base, curb and gutter, signs and sign structures, and construction of
<br />MSE walls. Measured and verified quantities of materials for final estimate, FDOT Project Manager: Stu Smith; (954) 975 -4855.
<br />2192 — 9195, Engineer I, Florida Department of Transportation, Florida. Responsible for field inspection of projects under
<br />construction to include progress record testing and sampling of soils in place and comparing results and procedures with
<br />established criteria. Checked project records pertaining to density for accuracy and completeness. Ensured compliance with
<br />TARGET ENGINEERING GROUP, INC.
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