Share:

OVERBROOK DRIVE over (O) ADENA BROOK

Map 

Coordinates:
+40.04833, -83.01333
40°02'54" N, 83°00'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OVERBROOK DRIVE over (O) ADENA BROOK
Structure number:2562634
Location:#2 E/HIGH STREET
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 1984]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:52.0 tons [47.3 metric tons]
Inventory rating:31.4 tons [28.5 metric tons]
Sufficiency rating:88.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201688.8GoodVery GoodGoodVery Good-1400
October 201588.8GoodVery GoodGoodVery Good-1400
October 201480.8GoodVery GoodGoodVery GoodFO1400
June 201380.8GoodVery GoodGoodVery GoodFO1400
July 201280.8GoodVery GoodVery GoodVery GoodFO1400
August 201180.8FairSatisfactoryVery GoodSatisfactoryFO1400
September 201080.8FairGoodVery GoodSatisfactoryFO1400
August 200780.8GoodVery GoodVery GoodVery GoodFO1400
September 200680.8GoodVery GoodVery GoodVery GoodFO1400
September 200580.8GoodVery GoodVery GoodVery GoodFO1400
August 200480.8GoodVery GoodVery GoodVery GoodFO1400
November 200280.8GoodVery GoodVery GoodVery GoodFO1400
October 200180.7GoodVery GoodVery GoodVery GoodFO1400
October 200080.7GoodVery GoodVery GoodVery GoodFO1400
September 199880.7GoodVery GoodVery GoodVery GoodFO1400
November 199780.7GoodVery GoodVery GoodVery Good-1400
December 199680.7GoodVery GoodVery GoodVery Good-1400
July 199580.7GoodVery GoodVery GoodVery Good-1400
August 199480.7GoodVery GoodVery GoodVery Good-1400
November 199380.7GoodVery GoodVery GoodVery Good-1400
December 199280.7GoodVery GoodVery GoodVery Good-1400