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ST JOSEPH AVE over BRANCH OF LOCUST CREEK

Map 

Coordinates:
+38.05833, -87.59833
38°03'30" N, 87°35'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ST JOSEPH AVE over BRANCH OF LOCUST CREEK
Structure number:8200184
Location:00.50 S OF SCHENK RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Owner:County Highway Agency [02]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:3,769 [as of 2008]
Truck traffic:6% of total traffic
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Integral wingwalls collapsed, severe settlement of roadway due to loss of fill. Section of culvert may have failed and can no longer support embankment. Complete undrmining at curtain walls and pipes. Corrective action required to maintain traffic. Metal culverts have extreme distortion and deflection and deflection throughout with extensive perforations due to corrosion. [2]
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:27.9 tons [25.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:36.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$440,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201536.4Structurally deficient---3769
November 201436.4Structurally deficient---3769
November 201283.8Not deficient---3769
January 201183.8Not deficient---3769
November 200883.8Not deficient---3769
December 200683.8Not deficient---3658
November 200483.7Not deficient---4000
September 200283.7Not deficient---4000
March 200094.9Not deficient---4000
July 199894.9Not deficient---4000