KORTE AVE over FOX CREEK
Map
Coordinates:
+42.36486, -82.9331242°21'53" N, 82°55'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017
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] |
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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Very Good | Very Good | Very Good | 1536 | 89.2 |
December 2015 | Good | Very Good | Very Good | Very Good | 1536 | 89.2 |
December 2013 | Good | Excellent | Excellent | - | 1536 | 89.2 |
December 2011 | Good | Excellent | Excellent | Excellent | 1536 | 89.3 |
June 2009 | Good | Excellent | Excellent | Excellent | 1536 | 89.3 |
June 2007 | Good | Excellent | Excellent | Excellent | 1536 | 91.3 |
June 2005 | Good | Excellent | Excellent | Excellent | 1536 | 91.3 |
June 2003 | Poor | Serious | Serious | Poor | 2434 | 7.3 |
June 2002 | Poor | Serious | Serious | Poor | 2434 | 7.3 |
June 2001 | Poor | Serious | Poor | Fair | 2434 | 7.3 |
August 2000 | Poor | Serious | Poor | Fair | 2873 | 5.5 |
April 1999 | Poor | Serious | Poor | Fair | 2873 | 5.5 |
July 1998 | Poor | Serious | Fair | Poor | 2873 | 5.7 |
October 1997 | Poor | Serious | Fair | Poor | 2873 | 5.7 |
July 1996 | Poor | - | Poor | Fair | 2722 | 15.7 |
June 1994 | Poor | Poor | Fair | Fair | 2722 | 17.2 |
August 1992 | Fair | Fair | Fair | Fair | 1270 | 21.3 |
September 1990 | Fair | Fair | Fair | Fair | 1270 | 21.3 |