OAK GROVE RD 774 over NO NAME
Map
Coordinates:
+40.63877, -80.8111740°38'20" N, 80°48'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OAK GROVE RD 774 over NO NAME |
Structure number: | 1536311 |
Location: | 0.0 MI W SR164 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 20.7 ft. [6.3 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1946 |
Year reconstructed: | 2016 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 209 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Very Good | Excellent | Very Good | 209 | 83.0 |
September 2017 | Good | Very Good | Excellent | Very Good | 209 | 83.0 |
October 2016 | Good | Very Good | Excellent | Very Good | 209 | 83.0 |
July 2015 | Fair | Very Good | Satisfactory | Very Good | 321 | 82.9 |
August 2014 | Fair | Very Good | Satisfactory | Very Good | 321 | 82.9 |
June 2013 | Fair | Very Good | Satisfactory | Very Good | 100 | 94.0 |
August 2012 | Fair | Very Good | Satisfactory | Very Good | 100 | 94.0 |
July 2011 | Fair | Very Good | Satisfactory | Very Good | 100 | 94.0 |
July 2010 | Fair | Very Good | Satisfactory | Very Good | 100 | 86.5 |
July 2009 | Fair | Very Good | Satisfactory | Very Good | 100 | 86.5 |
August 2008 | Fair | Very Good | Satisfactory | Very Good | 100 | 83.5 |
November 2006 | Fair | Very Good | Satisfactory | Very Good | 100 | 83.5 |
March 2005 | Fair | Very Good | Satisfactory | Very Good | 100 | 83.5 |
January 2004 | Good | Very Good | Very Good | Very Good | 100 | 83.5 |
September 2002 | Good | Very Good | Good | Very Good | 100 | 83.5 |
October 2001 | Fair | Very Good | Fair | Very Good | 100 | 72.5 |
September 2000 | Fair | Satisfactory | Satisfactory | Very Good | 100 | 83.5 |
July 1999 | Good | Very Good | Very Good | Very Good | 100 | 83.5 |
June 1998 | Good | Very Good | Good | Very Good | 100 | 83.5 |
August 1996 | Fair | Good | Satisfactory | Very Good | 100 | 83.5 |
July 1995 | Fair | Satisfactory | Satisfactory | Very Good | 100 | 83.5 |
August 1993 | Good | Very Good | Good | Very Good | 100 | 83.5 |
October 1992 | Good | Very Good | Good | Very Good | 100 | 83.5 |
August 1991 | Good | Very Good | Good | Very Good | 100 | 83.5 |