Bridge Work

Bridge 'C' (I-35 & S.H. 9W Interchange over Reliever Ramp),

Located in McClain County, Oklahoma, under ODOT (Oklahoma Department of Transportation). This was a 3-span steel girder bridge with a total length of over 300 ft, consisting of 12 plate girders and approximately 650,000 lbs of fabricated steel. I was fully responsible for the project from the Advanced Bill of Materials (ABM) and material ordering through the complete detailing of shop and erection drawings (Sheets GN1, FRM1, 1–21). Scope included camber layouts, diaphragm & framing plan

Bridge 'S' (I-44 Ramp 44D under I-235),

Located in Oklahoma County, Oklahoma, for ODOT (Oklahoma Department of Transportation). This was a 3-span steel girder bridge totaling 550 ft in length, with 25 girders and approximately 1.5 million lbs of fabricated steel. I managed the project from the Advanced Bill of Materials (ABM) and material ordering through the complete shop and erection drawing set. Deliverables included camber layouts, field splices, crossframe and diaphragm detailing, and shop assembly coordination.

Bridge 70-26-4.90 (060),

Located in Kansas for KDOT (Kansas Department of Transportation). This was a 2-span steel girder bridge with a total length of 256 ft, including 27 girders and approximately 500,000 lbs of fabricated steel. I managed the project from the Advanced Bill of Materials (ABM) through the full production of shop drawings

I-94 Lover Lane to Sprinkle Rd,

Located in Kalamazoo, Michigan, under MDOT (Michigan Department of Transportation). This was a single-span steel girder structure consisting of 32 girders arranged in two girder lines, with a total bridge length of 219 ft 4 1⁄4 in and a combined steel weight of approximately 2,528,419 lbs. I was in charge of the complete process, from ABM material ordering through the full development of shop and erection drawings. The scope included camber control, girder line alignment, field splices, bearing locations, and shop assembly layouts, all prepared to meet AWS D1.5 and AASHTO requirements.

Bridge 'C' (S.H. 66 over I-44),

Located in Rogers/Tulsa/Wagoner Counties, Oklahoma, under ODOT (Oklahoma Department of Transportation). This was a 2-span swept steel bridge with integrated camber geometry, totaling 300 ft in length, composed of 15 girders and approximately 850,000 lbs of fabricated steel. I led the detailing process from ABM and material preparation to the final shop and erection drawings, Scope included camber and sweep coordination, field splices, diaphragm framing, and shop assembly control.