Share:

KENTUCKY AVE over LITTLE PIGEON CREEK

Map 

Coordinates:
+38.01556, -87.54667
38°00'56" N, 87°32'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KENTUCKY AVE over LITTLE PIGEON CREEK
Structure number:8200103
Location:00.00 INT OF RICHLAND AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:42.0 ft. [12.8 m]
Total length:113.5 ft. [34.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1975
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: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:1,464 [as of 2008]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:44.9 tons [40.8 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:77.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201477.9Not deficientGoodFairSatisfactory1464
November 201295.0Not deficientGoodSatisfactorySatisfactory1464
November 201095.0Not deficientGoodSatisfactorySatisfactory1464
November 200894.9Not deficientGoodSatisfactorySatisfactory1464
December 200694.9Not deficientGoodGoodSatisfactory1421
October 200493.9Not deficientGoodGoodSatisfactory1300
September 200293.9Not deficientGoodGoodSatisfactory1300
March 200093.9Not deficientGoodGoodSatisfactory1300
July 199893.9Not deficientGoodGoodSatisfactory1300
December 199594.9Not deficientGoodGoodSatisfactory1300
December 199393.9Not deficientGoodGoodSatisfactory1300
May 199164.1Structurally deficientSatisfactoryVery GoodPoor1000
May 198950.7Structurally deficientSatisfactoryVery GoodPoor7700