CR 720S over ROCKY FORK CREEK
Map
Coordinates:
+39.66279, -87.0807039°39'46" N, 87°04'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 720S over ROCKY FORK CREEK |
Structure number: | 6100006 |
Location: | 01.60 E SR 59 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 74.8 ft. [22.8 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Other [00] |
Deck type: | Steel plate (includes orthotropic) [5] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 182 [as of 2018] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 33.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Fair | Fair | Satisfactory | 182 | 33.5 |
May 2016 | Fair | Fair | Fair | Satisfactory | 179 | 49.7 |
April 2016 | Fair | Fair | Fair | Satisfactory | 179 | 49.7 |
May 2014 | Fair | Fair | Fair | Satisfactory | 176 | 49.7 |
May 2012 | Fair | Fair | Fair | Satisfactory | 173 | 49.7 |
June 2010 | Fair | Fair | Fair | Satisfactory | 170 | 56.2 |
August 2008 | Fair | Fair | Fair | Satisfactory | 170 | 56.2 |
May 2006 | Fair | Fair | Fair | Satisfactory | 164 | 49.5 |
June 2004 | Fair | Fair | Fair | Satisfactory | 164 | 49.5 |
June 2002 | Fair | Satisfactory | Good | Good | 159 | 74.9 |
June 2000 | Fair | Satisfactory | Good | Good | 159 | 75.2 |
June 1998 | Good | Good | Good | Good | 153 | 62.7 |
June 1996 | Fair | Satisfactory | Satisfactory | Good | 153 | 63.7 |
July 1994 | Fair | Satisfactory | Satisfactory | Good | 144 | 54.7 |
June 1992 | Good | Very Good | Very Good | Very Good | 144 | 54.7 |
June 1990 | Good | Very Good | Very Good | Very Good | 100 | 68.3 |