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STRINGTOWN RD over PIGEON CREEK

Map 

Coordinates:
+38.00778, -87.55472
38°00'28" N, 87°33'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STRINGTOWN RD over PIGEON CREEK
Structure number:8200067
Location:00.20 S OF PFEIFFER RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:71.9 ft. [21.9 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:14°
Owner:County Highway Agency [02]
Year built:1965
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:Steel continuous [4]
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:13,299 [as of 2008]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201477.0Functionally obsoleteSatisfactorySatisfactorySatisfactory13299
November 201277.0Functionally obsoleteSatisfactoryGoodSatisfactory13299
November 201077.0Functionally obsoleteSatisfactoryGoodSatisfactory13299
November 200865.0Functionally obsoleteSatisfactoryGoodFair13299
December 200665.1Functionally obsoleteSatisfactoryGoodFair12909
October 200466.8Functionally obsoleteSatisfactoryGoodFair10000
September 200266.8Functionally obsoleteGoodGoodFair10000
March 200066.8Functionally obsoleteGoodGoodFair10000
July 199866.8Functionally obsoleteGoodGoodFair10000
December 199565.6Functionally obsoleteSatisfactoryFairFair10000
December 199365.6Functionally obsoleteSatisfactoryFairFair10000
April 199146.6Structurally deficientFairFairPoor15600
May 198966.1Functionally obsoleteFairFairSatisfactory15400