OAKGROVE RD over EUCHEE CREEK
Map
Coordinates:
+36.01677, -96.6426936°01'00" N, 96°38'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OAKGROVE RD over EUCHEE CREEK |
Structure number: | 109280000000000 |
Location: | OAKGROVE RD80TH ST .7S |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 108.9 ft. [33.2 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1948 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 81 [as of 2016] |
Truck traffic: | 15% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 41.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $459,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Poor | Fair | Fair | Poor | 81 | 41.7 |
March 2015 | Poor | Fair | Fair | Poor | 81 | 41.7 |
March 2013 | Poor | Fair | Fair | Poor | 81 | 41.7 |
July 2012 | Poor | Poor | Fair | Poor | 81 | 39.7 |
April 2011 | Poor | Poor | Fair | Poor | 81 | 39.7 |
February 2009 | Poor | Poor | Fair | Fair | 81 | 47.7 |
October 2007 | Poor | Poor | Fair | Fair | 81 | 47.7 |
July 2005 | Poor | Poor | Fair | Fair | 81 | 47.7 |
April 2004 | Fair | Fair | Fair | Fair | 81 | 49.7 |
February 2003 | Poor | Poor | Poor | Fair | 81 | 37.9 |
March 2002 | Poor | Poor | Poor | Satisfactory | 81 | 37.9 |
January 2001 | Poor | Poor | Poor | Satisfactory | 81 | 37.9 |
December 1999 | Poor | Fair | Poor | Satisfactory | 81 | 30.9 |
November 1998 | Fair | Fair | Fair | Satisfactory | 81 | 44.4 |
July 1997 | Poor | Fair | Poor | Satisfactory | 81 | 30.9 |
August 1996 | Poor | Satisfactory | Poor | Satisfactory | 81 | 29.9 |
July 1995 | Fair | Satisfactory | Fair | Fair | 75 | 48.2 |
July 1994 | Fair | Satisfactory | Fair | Fair | 75 | 48.1 |
July 1993 | Fair | Good | Fair | Fair | 75 | 48.1 |
January 1992 | Fair | Satisfactory | Fair | Fair | 75 | 48.1 |