SR1219 over SWEETWATER CREEK
Map
Coordinates:
+35.33093, -83.7678535°19'51" N, 83°46'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1219 over SWEETWATER CREEK |
Structure number: | 000000000750024 |
Location: | 100 N.JCT.NC143 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
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: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 80 [as of 1998] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 89.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Very Good | Very Good | Good | 80 | 89.4 |
July 2015 | Fair | Good | Good | Fair | 80 | 78.3 |
July 2013 | Fair | Good | Good | Fair | 80 | 78.3 |
July 2011 | Fair | Good | Good | Fair | 80 | 48.4 |
July 2009 | Fair | Fair | Good | Satisfactory | 80 | 57.1 |
September 2007 | Fair | Satisfactory | Good | Satisfactory | 80 | 54.0 |
September 2005 | Fair | Satisfactory | Good | Satisfactory | 80 | 54.0 |
July 2003 | Fair | Satisfactory | Good | Satisfactory | 80 | 54.0 |
August 2001 | Fair | Satisfactory | Good | Fair | 80 | 43.7 |
August 1999 | Fair | Satisfactory | Good | Fair | 80 | 43.7 |
July 1991 | Good | Good | Very Good | Good | 60 | 54.6 |