SR1130 over POWDER MILL CREEK
Map
Coordinates:
+36.05781, -82.0237536°03'28" N, 82°01'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1130 over POWDER MILL CREEK |
Structure number: | 000000000110067 |
Location: | .25 MI.E.JCT.SR1131 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 54.1 ft. [16.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
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: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 240 [as of 2015] |
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: | 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: | 85.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 240 | 85.6 |
June 2015 | Good | Good | Good | Good | 240 | 85.6 |
June 2013 | Good | Good | Good | Good | 260 | 80.8 |
June 2011 | Good | Good | Good | Very Good | 310 | 80.4 |
June 2009 | Good | Very Good | Very Good | Very Good | 290 | 79.9 |
May 2007 | Good | Very Good | Very Good | Very Good | 340 | 79.4 |
May 2005 | Good | Very Good | Very Good | Very Good | 400 | 78.8 |
May 2003 | Good | Very Good | Very Good | Very Good | 400 | 78.8 |
July 2001 | Good | Very Good | Very Good | Very Good | 400 | 78.8 |
June 1999 | Good | Excellent | Excellent | Excellent | 330 | 79.5 |
July 1991 | Poor | Good | Good | Serious | 400 | 6.0 |