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HICKEY RD over BRANCH OF INDIAN CREEK

Map

Coordinates:
+39.37389, -86.27972
39°22'26" N, 86°16'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HICKEY RD over BRANCH OF INDIAN CREEK
Structure number:5500019
Location:00.10 N OF SYCAMORE ST
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:22.0 ft. [6.7 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1920
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:260 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:36.0 tons [32.7 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:39.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$637,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201639.7PoorSatisfactoryFairSeriousSD260
August 201539.7PoorSatisfactoryFairSeriousSD260
August 201439.7PoorSatisfactoryFairSeriousSD260
August 201234.0PoorSatisfactoryFairSeriousSD230
September 201034.0PoorSatisfactorySatisfactorySeriousSD230
March 200836.1PoorGoodSatisfactorySeriousSD215
March 200657.4FairGoodSatisfactoryFair-215
March 200457.5FairGoodSatisfactoryFair-200
April 200257.5FairGoodSatisfactoryFair-200
April 200057.7FairGoodSatisfactoryFair-200
May 199857.4FairGoodSatisfactoryFair-200
May 199657.5FairGoodSatisfactoryFair-170
May 199457.5FairGoodGoodFair-170
June 199256.1FairGoodFairFair-170
June 199056.0FairGoodFairFair-200