SR1356 over HENSONS CREEK
Map
Coordinates:
+35.23768, -81.9766635°14'16" N, 81°58'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1356 over HENSONS CREEK |
Structure number: | 000000001490089 |
Location: | .1 MI.S.JCT.SR1004 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 61.0 ft. [18.6 m] |
Total length: | 92.9 ft. [28.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2013 |
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: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 360 [as of 2012] |
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 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: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 360 | 99.9 |
August 2015 | Good | Very Good | Very Good | Very Good | 360 | 99.9 |
August 2013 | Good | Very Good | Very Good | Very Good | 360 | 99.9 |
August 2011 | Fair | Good | Good | Fair | 290 | 38.2 |
August 2009 | Fair | Good | Satisfactory | Satisfactory | 290 | 48.1 |
August 2007 | Fair | Good | Good | Satisfactory | 290 | 47.1 |
September 2005 | Fair | Good | Good | Satisfactory | 290 | 47.1 |
August 2003 | Fair | Very Good | Good | Satisfactory | 240 | 51.0 |
October 2001 | Fair | Excellent | Good | Satisfactory | 270 | 47.1 |
October 1999 | Fair | Excellent | Good | Satisfactory | 270 | 47.1 |
July 1991 | Fair | Good | Good | Fair | 150 | 38.3 |