SR1404 over LEEPERS CREEK
Map
Coordinates:
+35.42656, -81.0856535°25'36" N, 81°05'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1404 over LEEPERS CREEK |
Structure number: | 000000001090016 |
Location: | 0.7 MI.N.JCT.SR1403 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 121.1 ft. [36.9 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 850 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 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: | 59.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Good | Fair | Satisfactory | 850 | 59.0 |
April 2016 | Fair | Good | Satisfactory | Satisfactory | 790 | 71.4 |
April 2014 | Fair | Good | Satisfactory | Satisfactory | 790 | 71.4 |
April 2012 | Fair | Good | Good | Fair | 630 | 66.4 |
April 2010 | Good | Good | Good | Good | 740 | 75.7 |
April 2008 | Good | Good | Good | Good | 710 | 75.7 |
July 2006 | Good | Very Good | Good | Good | 650 | 75.7 |
February 2004 | Fair | Satisfactory | Good | Good | 670 | 75.7 |
May 2002 | Fair | Satisfactory | Good | Good | 690 | 75.7 |
March 2000 | Fair | Satisfactory | Good | Good | 695 | 75.7 |
April 1998 | Fair | Satisfactory | Good | Good | 695 | 75.7 |
November 1991 | Fair | Satisfactory | Satisfactory | Good | 500 | 64.9 |