SR1341 over BETHEL CREEK
Map
Coordinates:
+36.11201, -76.4856236°06'43" N, 76°29'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1341 over BETHEL CREEK |
Structure number: | 000000001430012 |
Location: | 0.4 MI. E. JCT. SR1342 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 560 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
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: | 97.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Very Good | Very Good | Good | 560 | 97.3 |
November 2015 | Good | Very Good | Very Good | Very Good | 560 | 97.4 |
November 2013 | Poor | Poor | Poor | Poor | 560 | 25.9 |
November 2011 | Poor | Fair | Fair | Poor | 520 | 28.1 |
November 2009 | Fair | Fair | Fair | Fair | 750 | 48.7 |
December 2007 | Poor | Fair | Fair | Poor | 660 | 40.9 |
November 2005 | Poor | Fair | Fair | Poor | 660 | 40.9 |
September 2003 | Poor | Fair | Fair | Poor | 680 | 40.9 |
January 2002 | Poor | Fair | Fair | Poor | 700 | 40.9 |
February 2000 | Poor | Fair | Fair | Poor | 780 | 34.6 |
January 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 54.3 |