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STRINGTOWN RD over PIGEON CREEK

Map

Coordinates:
+38.00778, -87.55472
38°00'28" N, 87°33'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:77.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201677.0FairSatisfactorySatisfactorySatisfactoryFO13299
November 201477.0FairSatisfactorySatisfactorySatisfactoryFO13299
November 201277.0FairSatisfactoryGoodSatisfactoryFO13299
November 201077.0FairSatisfactoryGoodSatisfactoryFO13299
November 200865.0FairSatisfactoryGoodFairFO13299
December 200665.1FairSatisfactoryGoodFairFO12909
October 200466.8FairSatisfactoryGoodFairFO10000
September 200266.8FairGoodGoodFairFO10000
March 200066.8FairGoodGoodFairFO10000
July 199866.8FairGoodGoodFairFO10000
December 199565.6FairSatisfactoryFairFairFO10000
December 199365.6FairSatisfactoryFairFairFO10000
April 199146.6PoorFairFairPoorSD15600
May 198966.1FairFairFairSatisfactoryFO15400