SR1954 over LITTLE CREEK
Map
Coordinates:
+35.26482, -80.2416635°15'53" N, 80°14'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1954 over LITTLE CREEK |
Structure number: | 000000001670095 |
Location: | 0.3 MI.S.JCT.SR1956 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
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: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 540 [as of 2012] |
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: | Basically intolerable requiring high priority of corrrective action [3] |
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 desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 44.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 540 | 44.4 |
May 2015 | Fair | Satisfactory | Fair | Fair | 540 | 34.3 |
May 2013 | Fair | Satisfactory | Fair | Fair | 540 | 36.4 |
May 2011 | Fair | Good | Fair | Fair | 500 | 36.4 |
May 2009 | Fair | Very Good | Very Good | Satisfactory | 300 | 46.3 |
May 2007 | Fair | Very Good | Very Good | Satisfactory | 300 | 46.3 |
June 2005 | Fair | Very Good | Very Good | Satisfactory | 570 | 40.0 |
April 2003 | Fair | Very Good | Very Good | Satisfactory | 280 | 40.0 |
June 2001 | Fair | Very Good | Very Good | Satisfactory | 440 | 40.0 |
March 1999 | Fair | Very Good | Very Good | Satisfactory | 400 | 46.2 |
March 1991 | Fair | Very Good | Very Good | Satisfactory | 150 | 47.3 |