SOUTH MAIN ST. over CHESTNUT CREEK
Map
Coordinates:
+36.64148, -80.9186336°38'29" N, 80°55'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SOUTH MAIN ST. over CHESTNUT CREEK |
Structure number: | 000000000020277 |
Location: | 015358 001697 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 338.9 ft. [103.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 45° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1948 |
Year reconstructed: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,040 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 68.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $400,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Good | Good | Fair | 5040 | 68.9 |
January 2015 | Fair | Good | Very Good | Satisfactory | 7757 | 79.6 |
January 2013 | Good | Good | Very Good | Good | 7757 | 79.6 |
January 2011 | Good | Good | Very Good | Good | 7757 | 79.6 |
January 2009 | Good | Good | Very Good | Good | 7757 | 81.6 |
January 2007 | Good | Good | Very Good | Good | 7757 | 81.6 |
January 2005 | Good | Good | Very Good | Good | 7757 | 81.6 |
January 2003 | Good | Good | Very Good | Good | 7757 | 81.6 |
January 2001 | Good | Very Good | Very Good | Very Good | 7757 | 81.6 |
February 1999 | Good | Very Good | Very Good | Very Good | 7757 | 81.6 |
March 1997 | Good | Very Good | Very Good | Very Good | 7757 | 81.6 |
October 1995 | Good | Excellent | Excellent | Very Good | 7757 | 69.5 |
January 1995 | Poor | Poor | Serious | Fair | 7757 | 15.5 |
June 1993 | Poor | Poor | Serious | Fair | 7757 | 15.5 |
August 1992 | Poor | Poor | Serious | Fair | 7757 | 15.5 |
June 1991 | Poor | Poor | Serious | Fair | 7757 | 15.5 |