SR1555 over TERRELLS CREEK
Map
Coordinates:
+35.80947, -79.3253635°48'34" N, 79°19'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1555 over TERRELLS CREEK |
Structure number: | 000000000370398 |
Location: | 0.5MI. W. JCT. SR1506 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 45.9 ft. [14.0 m] |
Roadway width between curbs: | 29.2 ft. [8.9 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 240 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 85.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Good | Fair | 240 | 85.3 |
February 2015 | Fair | Good | Good | Fair | 240 | 85.3 |
February 2013 | Fair | Good | Good | Satisfactory | 230 | 96.8 |
February 2011 | Fair | Good | Fair | Fair | 210 | 84.5 |
March 2009 | Fair | Good | Good | Satisfactory | 130 | 96.2 |
February 2007 | Fair | Very Good | Very Good | Satisfactory | 220 | 94.8 |
January 2005 | Fair | Very Good | Very Good | Satisfactory | 220 | 94.8 |
February 2003 | Fair | Very Good | Very Good | Satisfactory | 150 | 92.9 |
February 2001 | Fair | Very Good | Very Good | Satisfactory | 140 | 92.9 |
February 1999 | Fair | Very Good | Very Good | Satisfactory | 110 | 94.8 |
March 1991 | Good | Very Good | Very Good | Good | 100 | 89.5 |