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CENTRAL COLLEGE RD over ROCKY FORK(CENT.COLLEGE)

Map

Coordinates:
+40.10000, -82.84333
40°06'00" N, 82°50'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CENTRAL COLLEGE RD over ROCKY FORK(CENT.COLLEGE)
Structure number:2534614
Location:0.3 MI WEST OF HARLEM RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,859 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:44.2 tons [40.2 metric tons]
Sufficiency rating:96.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201696.0GoodVery GoodVery GoodVery Good-6859
September 201598.8GoodVery GoodVery GoodVery Good-1412
October 201498.8GoodVery GoodVery GoodVery Good-1412
October 201398.8GoodVery GoodVery GoodVery Good-1412
November 201298.8GoodVery GoodVery GoodVery Good-1412
December 201198.8GoodVery GoodVery GoodVery Good-1412
October 201098.8GoodVery GoodVery GoodVery Good-1412
July 200999.8GoodVery GoodVery GoodVery Good-1412
July 200899.8GoodVery GoodVery GoodVery Good-1412
May 200799.8GoodVery GoodVery GoodVery Good-1412
May 200699.8GoodVery GoodVery GoodVery Good-1412
July 200599.8GoodVery GoodVery GoodVery Good-1412
August 200499.8GoodVery GoodVery GoodVery Good-1412
July 200399.8GoodVery GoodVery GoodVery Good-1412
May 200299.8GoodVery GoodVery GoodVery Good-1412
August 200099.8GoodGoodVery GoodVery Good-1412
August 199999.8GoodGoodVery GoodVery Good-1412
October 199899.8GoodGoodVery GoodVery Good-1412
October 199699.8GoodGoodVery GoodVery Good-1412
September 199599.8GoodVery GoodVery GoodVery Good-1311
August 199499.8GoodVery GoodVery GoodVery Good-1311
December 199399.8GoodGoodVery GoodVery Good-1311
August 199299.8GoodGoodVery GoodVery Good-1311
September 199199.8Good-Very GoodVery Good-1200