SR1102 over COLT CREEK
Map
Coordinates:
+35.21861, -82.3333035°13'07" N, 82°19'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1102 over COLT CREEK |
Structure number: | 000000001490003 |
Location: | .5 MI.W.JCT.SR1100 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 53.2 ft. [16.2 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 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] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 230 [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: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
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: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Very Good | Very Good | Very Good | 230 | 94.4 |
September 2015 | Good | Very Good | Very Good | Very Good | 230 | 95.9 |
September 2013 | Good | Very Good | Very Good | Very Good | 230 | 95.9 |
September 2011 | Poor | Fair | Poor | Fair | 190 | 19.6 |
September 2009 | Poor | Satisfactory | Poor | Fair | 250 | 20.4 |
September 2007 | Poor | Satisfactory | Poor | Fair | 910 | 16.3 |
November 2005 | Fair | Satisfactory | Fair | Fair | 310 | 48.4 |
September 2003 | Fair | Satisfactory | Fair | Satisfactory | 360 | 48.3 |
August 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 260 | 55.5 |
August 1999 | Fair | Good | Satisfactory | Satisfactory | 320 | 55.5 |
August 1991 | Good | Good | Good | Good | 200 | 57.5 |