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RACEWAY RD over SCHOOL CREEK

Map

Coordinates:
+39.83611, -86.32750
39°50'10" N, 86°19'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RACEWAY RD over SCHOOL CREEK
Structure number:3200031
Location:00.00 S OF CR 600N
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:44.6 ft. [13.6 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:County Highway Agency [02]
Year built:1983
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,940 [as of 2014]
Truck traffic:19% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:34.9 tons [31.7 metric tons]
Sufficiency rating:93.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$50,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201693.0FairSatisfactorySatisfactoryGood-5940
June 201493.0FairSatisfactorySatisfactoryGood-5940
June 201296.4FairSatisfactorySatisfactoryGood-5140
October 201096.6FairSatisfactorySatisfactoryGood-5140
July 200897.8FairSatisfactorySatisfactoryGood-4767
August 200698.3FairSatisfactorySatisfactoryGood-3701
September 200498.3FairGoodSatisfactoryGood-3701
September 200298.3FairGoodSatisfactoryGood-3701
September 200098.8GoodGoodGoodVery Good-2539
May 199898.9GoodGoodGoodVery Good-2308
May 199698.9GoodGoodGoodVery Good-2308
January 199599.0GoodGoodGoodVery Good-2308
July 199299.0GoodGoodGoodVery Good-2132
July 199099.5GoodGoodGoodVery Good-1000