Jones-Stuckey Ltd., Inc. - Roadway Design

	Fred Taylor Drive Widening $4.8M improvement to increase width to four lanes Included 4,400 ft. on Fred Taylor Drive, 1,000 ft. on Lane Avenue, and 600 ft. on Ackerman Road Lighted parking for 2,000 vehicles Addition of turn lanes with signalization Detention areas and storm sewers
	Weber Road Improvements Improvement of 1.5 miles of minor arterial Includes new pavement, curb and gutter, replacing the existing 20-in. waterline, new storm sewer, and right-of-way plans for 325 parcels Involves 21 intersections and ADA compliant curb ramps at all corners
	Wellston Industrial Access Road Recently completed $1,000,000 project Two-lane facility with a length of 6,500 ft. 1,000 ft. followed existing Township Road; with balance on new location Alignment studies done to avoid a small wetlands
	FRA-161-16.75/LIC-161-0.00 - New Albany Expressway $46 M project completed in 1995 30 month design schedule 7.4 miles of 4- to 6-lane pavement 4 overpasses 11 bridge sites 16 separate bridges 3½ diamond interchanges
	London Avenue (SR 38) and Ninth Street Intersection Improvements Completed in 2003 Involved design of a new signal at stop-controlled intersection with high accident rate Plans developed to City of Marysville and ODOT standards New signal utilized existing right of way for all poles and components
	Milford/Ninth/Collins Corridor Study Completed in 2003 Corridor study to determine an alignment that would improve traffic flow in the area of Milford Road, Collins Avenue and Ninth Street Two parallel roadways connected midway and crossed under a former railroad; the railroad has ceased operation and the bridge over the roadway was removed Auditor’s mapping was used to produce two alternatives A report was generated including all data and figures
	Harrisburg Pike Improvements (FRA-62-9.07) Began as a safety study for one mile curb and gutter section Involved preparing a Level 2 Categorical Exclusion Document Prepared plans for widening existing roadway from 2 to 3 lanes Included additional right turn lanes, four signalized intersections and small bridge replacement. Currently in Step 7 of ODOT’s new PDP-minor 10-step process Project is under an accelerated schedule to meet ODOT’s funding requirements
	U.S. 33 in Logan County, Ohio From 1990-2000, provided engineering services for several projects along U.S. Route 33 for ODOT District 7 LOG-33-15.77 (Part I) Part of three separate projects packaged for sale Designed structure number LOG-33-15.96(R) ODOT District 7 designed the roadway Four-span continuous steel beam superstructure on reinforced concrete piers and abutments LOG-540-1.42 Interchange (Part II) $4,000,000 diamond interchange Addition of two lanes to existing U.S. 33 and two service roads One mile of reconstruction on SR540 Extensive maintenance of traffic plans LOG-33-17.75 (Part III) $1M project Prepared plans for Township Road 55 over U.S. 33 Included approach roadways and necessary right-of-way LOG-33-17.82 Designed two new structures and rehabilitated two existing structures LOG-33-20.78 (R): fatigue analysis, replacement of all structural steel and widening of the piers LOG-33-21.09: modified substructure of existing three-span reinforced concrete slab and construction of a new concrete deck LOG-33-19.51 Conventional diamond interchange with extensive earthwork necessitated by the surrounding hilly terrain Plans included maintenance of traffic, and partial lighting Special study included in the right-of-way accommodated expensive residential access in the southwest quadrant Opened to traffic in 1996 Cost was approximately $3.5 million
	Marysville Bypass Total length of mainline of 20 miles Project included four interchanges, roadway, lighting, and right-of-way design The SR 4 and SR 31 interchanges required complex phasing of collector-distributor lanes