CLEVELAND AVE over HICKORY CREEK
Map
Coordinates:
+41.97454, -86.4946741°58'28" N, 86°29'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CLEVELAND AVE over HICKORY CREEK |
Structure number: | 000000000000988 |
Old structure number: | 11200064000B010 (from 1992 edition) |
Location: | 1.0 MI N OF BARODA |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Skew angle: | 40° |
Owner: | County Highway Agency [02] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,474 [as of 2007] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 conditions; field review indicates action is required. [4] |
Sufficiency rating: | 98.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Satisfactory | Good | 4474 | 98.4 |
June 2016 | Fair | Good | Satisfactory | Good | 4474 | 98.4 |
June 2014 | Fair | Good | Satisfactory | Satisfactory | 4474 | 98.4 |
June 2012 | Fair | Good | Satisfactory | Satisfactory | 4474 | 96.1 |
June 2010 | Fair | Good | Satisfactory | Satisfactory | 4474 | 96.1 |
June 2008 | Fair | Good | Satisfactory | Satisfactory | 4474 | 96.3 |
June 2006 | Fair | Good | Satisfactory | Satisfactory | 3200 | 96.4 |
June 2004 | Fair | Good | Satisfactory | Satisfactory | 3200 | 96.3 |
May 2002 | Fair | Good | Satisfactory | Satisfactory | 3189 | 90.4 |
October 2000 | Fair | Good | Satisfactory | Satisfactory | 3189 | 90.4 |
June 1998 | Fair | Good | Satisfactory | Satisfactory | 3189 | 90.4 |
June 1996 | Fair | Good | Satisfactory | Satisfactory | 3189 | 90.4 |
March 1994 | Good | Good | Good | Good | 3189 | 90.2 |
July 1992 | Good | Good | Good | Good | 3189 | 90.2 |
September 1990 | Fair | Good | Fair | Good | 3189 | 73.6 |