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KORTE AVE over FOX CREEK

Map 

Coordinates:
+42.36486, -82.93312
42°21'53" N, 82°55'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KORTE AVE over FOX CREEK
Structure number:000000000012426
Old structure number:824180801086B01 (from 1992 edition)
Location:BETWEEN ALTER AND ASHLAND
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.8 ft. [10.6 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,536 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:35.6 tons [32.4 metric tons]
Inventory rating:35.2 tons [32.0 metric tons]
Sufficiency rating:89.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$426,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201589.2GoodVery GoodVery GoodVery Good-1536
December 201389.2GoodExcellentExcellent--1536
December 201189.3GoodExcellentExcellentExcellent-1536
June 200989.3GoodExcellentExcellentExcellent-1536
June 200791.3GoodExcellentExcellentExcellent-1536
June 200591.3GoodExcellentExcellentExcellent-1536
June 20037.3PoorSeriousSeriousPoorSD2434
June 20027.3PoorSeriousSeriousPoorSD2434
June 20017.3PoorSeriousPoorFairSD2434
August 20005.5PoorSeriousPoorFairSD2873
April 19995.5PoorSeriousPoorFairSD2873
July 19985.7PoorSeriousFairPoorSD2873
October 19975.7PoorSeriousFairPoorSD2873
July 199615.7Poor-PoorFairSD2722
June 199417.2PoorPoorFairFairSD2722
August 199221.3FairFairFairFairSD1270
September 199021.3FairFairFairFairFO1270