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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201589.2Not deficientVery GoodVery GoodVery Good1536
December 201389.2Not deficientExcellentExcellent-1536
December 201189.3Not deficientExcellentExcellentExcellent1536
June 200989.3Not deficientExcellentExcellentExcellent1536
June 200791.3Not deficientExcellentExcellentExcellent1536
June 200591.3Not deficientExcellentExcellentExcellent1536
June 20037.3Structurally deficientSeriousSeriousPoor2434
June 20027.3Structurally deficientSeriousSeriousPoor2434
June 20017.3Structurally deficientSeriousPoorFair2434
August 20005.5Structurally deficientSeriousPoorFair2873
April 19995.5Structurally deficientSeriousPoorFair2873
July 19985.7Structurally deficientSeriousFairPoor2873
October 19975.7Structurally deficientSeriousFairPoor2873
July 199615.7Structurally deficient-PoorFair2722
June 199417.2Structurally deficientPoorFairFair2722
August 199221.3Structurally deficientFairFairFair1270
September 199021.3Functionally obsoleteFairFairFair1270