BULL CREEK RD 923 over NO NAME
Map
Coordinates:
+40.89284, -80.6419940°53'34" N, 80°38'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BULL CREEK RD 923 over NO NAME |
Structure number: | 1537709 |
Location: | 0.4 MI S SR14 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1976 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 734 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 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 desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 92.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Very Good | Satisfactory | Very Good | 734 | 92.4 |
September 2017 | Fair | Very Good | Satisfactory | Very Good | 734 | 92.4 |
June 2016 | Fair | Very Good | Satisfactory | Very Good | 734 | 92.4 |
July 2015 | Fair | Very Good | Satisfactory | Very Good | 200 | 94.0 |
August 2014 | Fair | Very Good | Satisfactory | Very Good | 200 | 94.0 |
June 2013 | Fair | Very Good | Satisfactory | Very Good | 70 | 95.0 |
August 2012 | Good | Very Good | Good | Very Good | 70 | 95.0 |
July 2011 | Good | Very Good | Good | Very Good | 70 | 95.0 |
July 2010 | Good | Very Good | Good | Very Good | 70 | 95.0 |
July 2009 | Good | Very Good | Good | Very Good | 70 | 87.5 |
August 2008 | Good | Very Good | Good | Very Good | 70 | 87.5 |
November 2006 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
March 2005 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
January 2004 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
October 2002 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
October 2001 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
September 2000 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
July 1999 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
June 1998 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
August 1996 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
July 1995 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
August 1993 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
October 1992 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |
August 1991 | Good | Very Good | Very Good | Very Good | 70 | 87.5 |