Bethany Chruch Rd over Long Creek
Map
Coordinates:
+37.92728, -77.7955337°55'38" N, 77°47'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Bethany Chruch Rd over Long Creek |
Structure number: | 000000000011527 |
Location: | 1.15 From 609& .75 To 601 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 74.2 ft. [22.6 m] |
Total length: | 74.2 ft. [22.6 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 315 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Good | 315 | 93.8 |
August 2016 | Fair | Satisfactory | Satisfactory | Good | 315 | 93.8 |
August 2014 | Good | Good | Good | Good | 246 | 98.4 |
August 2012 | Good | Good | Good | Good | 246 | 98.4 |
August 2010 | Good | Good | Good | Good | 246 | 98.4 |
August 2008 | Good | Good | Good | Good | 246 | 98.4 |
August 2006 | Good | Very Good | Very Good | Very Good | 204 | 98.4 |
August 2004 | Good | Very Good | Very Good | Very Good | 191 | 98.4 |
August 2002 | Good | Very Good | Very Good | Very Good | 191 | 98.4 |
April 2001 | Good | Very Good | Very Good | Very Good | 118 | 98.4 |
August 1999 | Poor | Fair | Poor | Poor | 118 | 22.2 |
August 1998 | Poor | Fair | Fair | Poor | 126 | 22.2 |
August 1997 | Poor | Fair | Poor | Poor | 126 | 22.2 |
August 1996 | Poor | Fair | Poor | Poor | 126 | 22.2 |
August 1995 | Poor | Good | Poor | Poor | 126 | 23.3 |
July 1994 | Poor | Satisfactory | Poor | Poor | 73 | 26.7 |
May 1993 | Poor | Fair | Poor | Poor | 73 | 25.7 |
May 1992 | Poor | Fair | Poor | Poor | 90 | 25.6 |
May 1991 | Poor | Fair | Poor | Poor | 90 | 25.6 |