CR 00E over GIN CREEK
Map
Coordinates:
+39.61150, -87.4629139°36'41" N, 87°27'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 00E over GIN CREEK |
Structure number: | 8300004 |
Location: | 00.60 S of CR 1800 S |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 74.2 ft. [22.6 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1991 |
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: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 233 [as of 2017] |
Truck traffic: | 5% 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 minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Good | 233 | 91.4 |
September 2015 | Fair | Satisfactory | Satisfactory | Good | 229 | 91.4 |
August 2013 | Fair | Satisfactory | Satisfactory | Good | 226 | 91.4 |
August 2011 | Fair | Satisfactory | Satisfactory | Good | 222 | 91.4 |
September 2009 | Fair | Satisfactory | Good | Good | 215 | 91.5 |
September 2007 | Fair | Satisfactory | Good | Good | 215 | 91.5 |
July 2004 | Fair | Satisfactory | Good | Good | 210 | 91.5 |
July 2002 | Fair | Fair | Good | Good | 207 | 92.5 |
April 2000 | Fair | Satisfactory | Good | Good | 200 | 89.5 |
May 1998 | Fair | Satisfactory | Good | Good | 200 | 94.4 |
June 1996 | Fair | Satisfactory | Good | Very Good | 200 | 94.4 |
April 1994 | Good | Good | Very Good | Very Good | 200 | 92.2 |
January 1992 | Good | Excellent | Excellent | Excellent | 200 | 86.2 |
October 1989 | Poor | Poor | Serious | Poor | 200 | 35.8 |