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US50 WB over CSRR;NSRR;MILL CR;PRIV D

Map

Coordinates:
+39.10167, -84.54583
39°06'06" N, 84°32'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US50 WB over CSRR;NSRR;MILL CR;PRIV D
Structure number:3102807
Location:1.2 MI W OF I75
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:140.1 ft. [42.7 m]
Total length:1048.9 ft. [319.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
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:14
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,928 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:77.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201677.0FairSatisfactorySatisfactoryGoodFO23928
March 201577.0FairSatisfactorySatisfactoryGoodFO18430
November 201477.0FairSatisfactorySatisfactoryGoodFO18430
February 201477.0FairSatisfactorySatisfactorySatisfactoryFO18430
September 201264.0FairSatisfactoryFairSatisfactoryFO18430
November 201164.0FairSatisfactoryFairSatisfactoryFO18430
April 201064.0FairSatisfactoryFairSatisfactoryFO15805
December 200964.0FairSatisfactoryFairSatisfactoryFO15805
June 200864.0FairSatisfactoryFairSatisfactoryFO15805
July 200764.0FairSatisfactoryFairSatisfactoryFO15805
April 200664.0FairGoodFairGoodFO15805
September 200564.0FairGoodFairGoodFO15635
June 200475.0FairSatisfactoryGoodGoodFO15635
October 200375.0GoodGoodGoodGoodFO16483
October 200275.0GoodGoodGoodGoodFO16483
August 200175.0GoodGoodGoodGoodFO16483
November 200077.0GoodGoodGoodGoodFO16483
August 199977.0GoodGoodGoodGoodFO16483
November 199877.0FairGoodSatisfactoryGoodFO16483
June 199677.0FairGoodSatisfactoryGoodFO16483
December 199477.0FairGoodSatisfactoryGoodFO10970
December 199261.0PoorPoorFairFairSD10970
November 199163.0FairFairFairFairFO10970
April 199174.0FairFairSatisfactoryGoodFO10970