WOODSIDE DR over UNNAMED CREEK
Map
Coordinates:
+39.83374, -84.8331639°50'01" N, 84°49'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WOODSIDE DR over UNNAMED CREEK |
Structure number: | 8900075 |
Location: | 00.10 W of GRAVEL PIT Rd |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 1,056 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 63.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $157,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Fair | Fair | Fair | 1056 | 63.4 |
April 2016 | Fair | Fair | Fair | Fair | 1056 | 63.4 |
April 2014 | Fair | Fair | Fair | Fair | 1056 | 63.4 |
April 2012 | Fair | Fair | Fair | Fair | 967 | 63.4 |
April 2010 | Fair | Fair | Fair | Fair | 967 | 63.1 |
April 2008 | Fair | - | - | - | 966 | 81.3 |
March 2006 | Fair | - | - | - | 1080 | 81.3 |
March 2004 | Fair | - | - | - | 1080 | 84.3 |
April 2002 | Fair | - | - | - | 1080 | 84.3 |
March 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 77.1 |
April 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 76.8 |
April 1996 | Fair | Fair | Satisfactory | Satisfactory | 1000 | 69.6 |
May 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 69.8 |
May 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 70.2 |
May 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 70.2 |