SR1510 over LICK CREEK
Map
Coordinates:
+35.48522, -79.1269135°29'07" N, 79°07'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1510 over LICK CREEK |
Structure number: | 000000001050018 |
Location: | 0.2 MI. E. JCT. SR1521 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Year reconstructed: | 1982 |
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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 480 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 85.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 480 | 85.9 |
August 2016 | Fair | Good | Satisfactory | Satisfactory | 480 | 85.9 |
August 2014 | Fair | Good | Satisfactory | Satisfactory | 480 | 87.0 |
August 2012 | Fair | Good | Good | Fair | 480 | 76.0 |
July 2010 | Fair | Very Good | Good | Fair | 1300 | 69.0 |
August 2008 | Fair | Very Good | Good | Fair | 1300 | 69.0 |
July 2006 | Fair | Very Good | Good | Fair | 800 | 69.0 |
May 2004 | Fair | Very Good | Good | Fair | 800 | 69.0 |
June 2002 | Fair | Very Good | Good | Fair | 820 | 69.0 |
May 2000 | Fair | Very Good | Good | Fair | 820 | 69.0 |
April 1998 | Fair | Very Good | Good | Fair | 680 | 75.0 |
May 1990 | Fair | Very Good | Very Good | Satisfactory | 500 | 84.8 |