SR1138 over SQUIRREL CREEK
Map
Coordinates:
+36.06423, -81.9816936°03'51" N, 81°58'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1138 over SQUIRREL CREEK |
Structure number: | 000000000110147 |
Location: | .1 MI.E.JCT.SR1193 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 930 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 69.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Fair | Satisfactory | 930 | 69.9 |
April 2015 | Fair | Satisfactory | Fair | Fair | 1000 | 69.9 |
April 2013 | Fair | Satisfactory | Fair | Fair | 1000 | 69.9 |
May 2011 | Fair | Very Good | Very Good | Fair | 1100 | 69.9 |
June 2009 | Fair | Very Good | Very Good | Satisfactory | 1200 | 80.9 |
May 2007 | Fair | Very Good | Very Good | Satisfactory | 1100 | 80.9 |
May 2005 | Fair | Very Good | Very Good | Satisfactory | 1100 | 80.9 |
May 2003 | Fair | Very Good | Very Good | Satisfactory | 1100 | 80.8 |
June 2001 | Fair | Very Good | Very Good | Satisfactory | 1400 | 80.8 |
June 1999 | Fair | Very Good | Very Good | Satisfactory | 1400 | 80.8 |
August 1991 | Fair | Fair | Satisfactory | Fair | 40 | 55.3 |