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CR 625W over EAST FORK OF COAL CREEK

Map

Coordinates:
+40.09750, -87.02167
40°05'51" N, 87°01'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 625W over EAST FORK OF COAL CREEK
Structure number:5400081
Location:00.50 S of CR 450N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.5 ft. [9.9 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:36.0 tons [32.7 metric tons]
Sufficiency rating:73.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$358,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201673.8FairFairFairFair-490
April 201473.8FairFairFairFair-490
June 201272.3FairFairFairSatisfactory-470
July 201073.3FairFairFairSatisfactory-470
July 200870.8FairFairFairFair-390
August 200670.8FairFairFairFair-390
July 200470.8FairFairFairFair-390
June 200271.8FairFairFairFair-390
May 200071.8FairFairFairFair-390
July 199872.8FairSatisfactorySatisfactoryFair-390
July 199683.9FairSatisfactorySatisfactorySatisfactory-390
November 199481.9FairSatisfactorySatisfactorySatisfactory-390
January 199286.6GoodGoodGoodGood-390
March 199081.5GoodGoodGoodGood-400