Carter Road Lift Bridge, Spanning Cuyahoga River at Carter Road, Cleveland
Carter Road Lift Bridge, Spanning Cuyahoga River at Carter Road, Cleveland, Cuyahoga County, OH. Surveyed as HAER OHIO,18-CLEV,37-, with 1 photograph and a 1,449-word written history.
From the record
“Railroad, and Cuyaboga River, Cleveland, Cuyaboga County, Ohio UTM Coordinates: City of Cleveland Lakeside Avenue Cleveland, Ohio Vehicular traffic This bridge is significant as it reflects the work of famous Cleveland engineer, Wilbur J, Watson.”
Written record, HAER OHIO,18-CLEV,37- survey. Machine-read text.
surveyed by the federal HAER program as HAER OHIO,18-CLEV,37- · the record runs 1449 words · one of 115 surveyed structures published for this county.
Source document
Quoted word for word from HAER OHIO,18-CLEV,37-.
Not written, edited or summarised by this site.
Carter Road over Lime Street, B. 0. Railroad, and Cuyaboga River, Cleveland, Cuyaboga County, Ohio UTM Coordinates: City of Cleveland Lakeside Avenue Cleveland, Ohio Vehicular traffic This bridge is significant as it reflects the work of famous Cleveland engineer, Wilbur J, Watson. The bridge is representative of the design for moveable bridges of the vertical lift type being built during the It is similar to the Columbus Road Lift Bridge (HAER OH-55). Also of significance is the fact that this bridge was constructed as part of a Works Progress Administration (WPA) sponsored river improvement project, and thus provided work for a number of Cleveland building and engineerng related businesses.
The bridge has been selected as a historic bridge by the Ohio Department of Transportation .- Report prepared by: Randall S. Gooden Project Historian Ohio Historic Bridge Recording Project Summer CARTER ROAD BRIDGE HAER no. OH-56 Page 2 reinforced concrete, full height abutment for the southern approach is also founded on concrete piles. The shore protection for the north and south piers consists of interlocking sheet piling bulkhead and "H" pile fenders with concrete beam walers. The Carter Road Lift Bridge consists of a vertical lift span, with six approach spans on the north side, and one approach span on the south . It provides for a 200 foot clear waterway.
The lift span is a 220 foot long Pratt through truss, and the approach trusses are 46 feet 6 inches long with a 42 foot roadway and 6 foot cantilevered walkways on each side. Concrete-filled steel grid decks provide the roadway on the approach and tower spans, and an open-grid steel deck provides the roadway for the lift span. All of the sidewalks are concrete-filled steel grids. A network of steel stringers and built-up riveted floor beams support the roadway decks. Riveted, built-up steel and rolled sections make-up the towers, providing for a vertical lift of 74 feet 7 1/2 inches. The five north approach spans closest to the lift span have floor support framing of four lines of riveted plate girders and steel frame bents supporting a network of floor beams and stringers.
Two girders and six lines of stringers comprise the floor framing on the northern-most approach. Four lines of girders and a network of floor beams and stringers support the roadway of the southern approach span. CARTER ROAD BRIDGE HAER No. OH-56 Page 3 Two massive concrete piers founded on concrete caissons with steel beam cores form the sub-structure. Steel bents on the north approach span are supported by six short concrete piers founded on concrete piles. A The bridge carries a four-lane road with sidewalks on each side. On the lift span, the open-grid steel deck limits the build-ups of snow, ice, and dirt and lightens the lift load. The vertical lift span allows river traffic to move under the bridge. It takes one and one-half minutes for the lift span to rise or lower.
Two 100 horsepower electric motors perform that task. These are supplemented in emergencies by a 115 horsepower gasoline motor. Concealed cables carry electricity through the structure. Red lights and gongs warn road traffic of the impending rise of the lift span, and barrier gates and a cable net block traffic when the span is up. The bridge has a total length of feet and 284 feet between the towers. The river is 210 feet wide between the abutments, and has a minimum clearance above water of 23 feet when the bridge is down and 97 feet when it is up. This bridge, which cost to build, funneled money into the Cleveland economy as part of a Works Progress Administration sponsored river improvement project. Mt. Vernon Bridge Company of Mt.
Vernon, Ohio constructed the steel work (See Scioto Pennsylvania Through Truss CARTER ROAD BRIDGE HAER No. OH-56 Page 4 Br ^^j._HAE^_OH--53_). Western Foundation Company of Chicago performed the substructure work; Wellman Engineering Company of Cleveland built the machinery; Dingle-Clark Company of Cleveland did the electrical work; Glidden Company of Cleveland supplied the paint. George B. Sowers supervised the engineering work, and renowned engineer Wilbur J. Watson 2 designed the bridge. Wilbur J. Watson bad a successful engineering career. He was born in Berea, Ohio on April 5, Watson received a bachelor of science degree in civil engineering from Case School of Applied Science and was a member of Phi Delta Tbeta and Tau Beta Phi.
Watson worked in the engineering department of Lake Shore & Michigan Southern Railway from to He was a designer and supervisor of construction for Osborn Engineering Company in Cleveland from to In he founded an engineering consulting firm, Wilbur Watson and Associates, in Cleveland. The firm performed much noteworthy work in Cleveland and northern Ohio. Its work included the Cleveland Freight Terminal for the New York Central Railroad, the airship factory and dock in Akron for Goodyear, Northern Ohio Food Terminal in Cleveland, Lorain-Carnegie Bridge, Main Avenue Viaduct, Columbus Road Bridge, and Sidaway Bridge. All of these bridges were built in Cleveland. Watson CARTER ROAD BRIDGE HAER No.
OH-56 Page 5 sat on a five-member board that formulated a construction code for the American Institute of Steel Construction. He was also a member of tbe American Society of Civil Engineers, American Railway Engineering Association, Cleveland Engineering Society, American Concrete Institute, Society of Terminal Engineers, Cleveland Planning Commission's subcommittee on bridges and was a trustee of Cleveland School of Architecture, Case Library Association, East Cleveland Public Library, and Baldwin Wallace College.
Watson received an honorary doctorate of engineering from Case Western in He wrote the books Bridge Architecture, A__D_ecade of Bridges, Bridges__in History and Legend, Gene ral Specifications for Concrete Bridges and articles for The Ohio Motorist, Ajm_erJxaj^jLr b^ , Civil Engineering, and 3 Concrete Engineering. Watson died in Carter Road Bridge is named for Lorenzo Carter, tbe first permanent settler in Cleveland. Carter, a native of Vermont, settled at tbe foot of present St. Clair Street in He provided tbe first formal transportation link across Cuyaboga River with the operation of a ferry at tbe foot of present Superior Street. Carter held many leadership and business positions in Cleveland and Cuyaboga County. He died in at age 47. CARTER ROAD BRIDGE HAER No.
OH-56 Page 6 By the Carter Road Bridge suffered from much deterioration. The City of Cleveland undertook a city-wide bridge rehabilitation and replacement program with money from a Community Development Grant from the U. S. Department of Housing and Urban Development. A resulting study of Carter Road Bridge offered three possible solutions to the deterioration problem. Engineers wrote that the bridge could be rehabilitated, or the lift span replaced and the towers, approach spans, and substructure rehabilitated, or the entire bridge could be replaced. The grant also provided for inspection of the bridge.
American Bridge Division inspected the superstructure and electrical system; Earle Bridge Machinery Company of Florida inspected the mechanical system; Underwater Utilities inspected the substructure. The inspection showedtbat most repairs were needed in the floor systems, piers, shore protection, and electrical and mechanical systems and the trusses and towers required only minor repairs. Consultants recommended rehabilitation of the bridge at an estimated cost of as compared to $7 million to $8 millon for replacing the bridge. CARTER ROAD BRIDGE HASR No. OH-56 Page 7 NOTES 1 Dalton-Dalton-Newport, "City of Cleveland Report of Findings for Carter Lift Bridge over Lime Street, B. 4 0. and the Cuyahoga River: Bridge No. (Cleveland, p. 4.
2 Ohio, Cleveland, Division of Engineering and Construction, Carter BrjLdge__Built Bridgs^iles. 3 bo_'_s_ bo in Engineering, 4tb ed. "Watson, Wilbur Jay." 4 William Ganson Rose, Clevelarid_:_ Tbe_Making__of_a_C_ity (Cleveland: World Publishing, 35. 5 Dalton-Dalton-Ne port, "City of Cleveland Report of Findings for Carter Lift Bridge," pp. 1, 6, 54, 66.
Bibliography
Dalton-Dalton-Newport. "City of Cleveland Report of Findings for Carter Lift Bridge over Lime Street, B. & 0. and the Cuyahoga River: Bridge No. Cleveland, Ohio, Cleveland. Division of Engineering and Construction. Bridge Files. Rose, William Ganson. Olejve^aj^dj^Tb^JIaking of a City. Cleveland: World Publishing, Who's Who in_Engi e9rin S 4th ed. "Watson, Wilbur Jay."
The original filed report, and the sheets the survey produced. Those published here appear above.
Also surveyed in Cleveland
24 of 83 records shown
The federal surveyors worked through Cleveland building by building. These are the other structures
they measured and filed a report on, longest report first.