SR1110 over CLARK CREEK
Map
Coordinates:
+35.20963, -80.0414135°12'35" N, 80°02'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1110 over CLARK CREEK |
Structure number: | 000000001230190 |
Location: | 0.4 MI. N. JCT. NC731 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 107.0 ft. [32.6 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 20.7 ft. [6.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Year reconstructed: | 1983 |
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: | 6 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 480 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 52.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | Satisfactory | Poor | Fair | 480 | 52.9 |
September 2015 | Fair | Good | Satisfactory | Good | 550 | 77.9 |
September 2013 | Fair | Good | Satisfactory | Good | 550 | 77.9 |
September 2011 | Good | Good | Good | Good | 720 | 77.9 |
September 2009 | Fair | Very Good | Very Good | Satisfactory | 560 | 77.9 |
October 2007 | Fair | Very Good | Very Good | Satisfactory | 310 | 77.9 |
November 2005 | Fair | Very Good | Very Good | Satisfactory | 310 | 77.9 |
August 2003 | Fair | Very Good | Very Good | Satisfactory | 380 | 77.9 |
October 2001 | Fair | Very Good | Very Good | Satisfactory | 280 | 77.9 |
August 1999 | Fair | Very Good | Very Good | Satisfactory | 280 | 77.9 |
May 1991 | Fair | Very Good | Very Good | Fair | 200 | 67.0 |