US258 over POTECASI CREEK
Map
Coordinates:
+36.37067, -77.1652936°22'14" N, 77°09'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US258 over POTECASI CREEK |
Structure number: | 000000001310078 |
Location: | 1 MI. N. JCT. SR1532 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 127.0 ft. [38.7 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1928 |
Year reconstructed: | 1961 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,600 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 77.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Fair | Fair | 1600 | 77.0 |
March 2015 | Fair | Fair | Fair | Fair | 1600 | 77.0 |
March 2013 | Fair | Fair | Fair | Fair | 1600 | 75.4 |
March 2011 | Fair | Fair | Fair | Fair | 1900 | 75.0 |
March 2009 | Fair | Satisfactory | Fair | Fair | 1800 | 74.2 |
March 2007 | Fair | Fair | Fair | Fair | 2100 | 71.4 |
December 2004 | Fair | Fair | Satisfactory | Fair | 2200 | 67.3 |
December 2002 | Fair | Fair | Satisfactory | Fair | 1500 | 69.3 |
February 2001 | Fair | Fair | Satisfactory | Fair | 1900 | 63.5 |
April 1999 | Fair | Fair | Satisfactory | Fair | 1900 | 63.5 |
February 1991 | Fair | Fair | Satisfactory | Fair | 2100 | 60.5 |