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WALNUT RD over FORK LITTLE PIGEON CREEK

Map 

Coordinates:
+38.08583, -87.55333
38°05'09" N, 87°33'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WALNUT RD over FORK LITTLE PIGEON CREEK
Structure number:8200144
Location:00.40 N OF HILLSDALE RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:28.9 ft. [8.8 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.4 ft. [5.6 m]
Skew angle:35°
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:112 [as of 2008]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:57.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$438,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201557.8Structurally deficientSatisfactoryPoorFair112
November 201457.8Structurally deficientSatisfactoryPoorFair112
November 201256.8Structurally deficientFairPoorFair112
November 201084.5Functionally obsoleteSatisfactorySatisfactorySatisfactory112
November 200883.2Functionally obsoleteSatisfactorySatisfactorySatisfactory112
December 200682.0Functionally obsoleteSatisfactorySatisfactorySatisfactory109
November 200483.2Functionally obsoleteSatisfactorySatisfactorySatisfactory100
September 200283.2Functionally obsoleteGoodSatisfactorySatisfactory100
May 200082.3Functionally obsoleteGoodSatisfactorySatisfactory100
June 199883.2Functionally obsoleteGoodSatisfactorySatisfactory100
November 199579.2Functionally obsoleteGoodSatisfactorySatisfactory100
November 199383.3Functionally obsoleteGoodSatisfactorySatisfactory100
April 199195.0Not deficientSatisfactorySatisfactorySatisfactory100
March 198938.9Structurally deficientGoodPoorSatisfactory100