SOUTH MAIN ST. over CHESTNUT CREEK
Map
Coordinates:
+36.64581, -80.9191136°38'45" N, 80°55'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SOUTH MAIN ST. over CHESTNUT CREEK |
Structure number: | 000000000020278 |
Location: | 0085 58 0095 SCL GALAX |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 172.9 ft. [52.7 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Skew angle: | 30° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1948 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,866 [as of 2014] |
Truck traffic: | 1% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 74.0 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $220,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 5866 | 74.0 |
January 2015 | Fair | Satisfactory | Good | Satisfactory | 7757 | 65.2 |
January 2013 | Fair | Satisfactory | Good | Satisfactory | 7757 | 65.2 |
January 2011 | Fair | Satisfactory | Good | Satisfactory | 7757 | 65.2 |
January 2009 | Fair | Satisfactory | Good | Satisfactory | 7757 | 65.2 |
January 2007 | Fair | Satisfactory | Good | Satisfactory | 7757 | 66.2 |
January 2005 | Fair | Satisfactory | Good | Satisfactory | 7757 | 66.2 |
January 2003 | Fair | Satisfactory | Good | Satisfactory | 7757 | 66.2 |
January 2001 | Good | Good | Good | Good | 7757 | 67.2 |
February 1999 | Good | Good | Good | Good | 7757 | 67.2 |
March 1997 | Good | Good | Good | Good | 7757 | 67.2 |
January 1995 | Good | Good | Very Good | Very Good | 7757 | 65.6 |
June 1993 | Good | Good | Very Good | Very Good | 7757 | 65.6 |
June 1991 | Good | Good | Very Good | Very Good | 7757 | 65.6 |