Share:

OHIO ST over PIGEON CREEK

Map 

Coordinates:
+37.97639, -87.58694
37°58'35" N, 87°35'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OHIO ST over PIGEON CREEK
Structure number:8200006
Location:00.30 W OF FULTON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:109.9 ft. [33.5 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:12,279 [as of 2008]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:82.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201482.6Not deficientGoodFairGood12279
November 201296.8Not deficientGoodSatisfactoryGood12279
November 201096.8Not deficientVery GoodVery GoodVery Good12279
November 200896.8Not deficientVery GoodVery GoodVery Good12279
December 200696.9Not deficientVery GoodVery GoodVery Good11919
October 200497.2Not deficientVery GoodVery GoodVery Good8824
September 200297.2Not deficientVery GoodVery GoodVery Good8824
March 200097.2Not deficientVery GoodVery GoodVery Good8824
July 199897.2Not deficientExcellentExcellentExcellent8824
December 199545.4Functionally obsoleteSatisfactoryFairFair9900
December 199345.4Functionally obsoleteSatisfactoryFairFair9900
July 199128.3Structurally deficientPoorSeriousFair9900
June 198936.8Structurally deficientPoorFairFair8800