SR1341 over REEDY BRANCH
Map
Coordinates:
+35.04418, -77.1084535°02'39" N, 77°06'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1341 over REEDY BRANCH |
Structure number: | 000000001030073 |
Old structure number: | 000000000103073 (from 1992 edition) |
Location: | 1.2 MI.S.E. OF JCT.SR1340 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2011 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 70 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 70 | 100.0 |
November 2016 | Good | Good | Good | Good | 70 | 100.0 |
November 2014 | Good | Good | Good | Good | 70 | 100.0 |
November 2012 | Good | Good | Good | Good | 80 | 99.0 |
May 2011 | Good | Good | Good | Good | 70 | 99.0 |
November 2010 | Poor | Good | Fair | Poor | 70 | 38.9 |
November 2008 | Fair | Good | Fair | Fair | 100 | 54.3 |
December 2006 | Fair | Good | Satisfactory | Satisfactory | 110 | 44.2 |
November 2004 | Fair | Good | Satisfactory | Satisfactory | 110 | 44.2 |
October 2002 | Fair | Good | Satisfactory | Satisfactory | 90 | 58.3 |
February 2001 | Fair | Excellent | Good | Satisfactory | 60 | 58.3 |
November 1998 | Fair | Excellent | Good | Satisfactory | 100 | 58.3 |
November 1996 | Fair | Excellent | Good | Satisfactory | 60 | 58.3 |
November 1994 | Fair | Excellent | Good | Satisfactory | 60 | 62.3 |
November 1992 | Fair | Satisfactory | Good | Satisfactory | 90 | 62.3 |
November 1990 | Fair | Satisfactory | Good | Satisfactory | 200 | 49.0 |