COLUMBIA STREET over TINKER CREEK
Map
Coordinates:
+37.31408, -79.9327937°18'51" N, 79°55'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLUMBIA STREET over TINKER CREEK |
Structure number: | 000000000021620 |
Location: | 0.04 FROM PLANTATION RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 117.8 ft. [35.9 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1960 |
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: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,236 [as of 1994] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 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: | 72.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $20,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Very Good | Good | 1236 | 72.7 |
August 2015 | Fair | Good | Very Good | Satisfactory | 1236 | 63.8 |
August 2013 | Fair | Good | Fair | Satisfactory | 1236 | 52.0 |
August 2011 | Fair | Good | Satisfactory | Satisfactory | 1236 | 82.6 |
August 2009 | Fair | Fair | Satisfactory | Satisfactory | 1236 | 81.6 |
August 2007 | Fair | Fair | Satisfactory | Satisfactory | 1236 | 82.6 |
September 2005 | Fair | Fair | Satisfactory | Satisfactory | 1236 | 82.6 |
August 2003 | Fair | Fair | Satisfactory | Satisfactory | 1236 | 82.6 |
September 2001 | Fair | Fair | Satisfactory | Satisfactory | 1236 | 82.6 |
August 1999 | Fair | Satisfactory | Good | Satisfactory | 1236 | 83.6 |
September 1997 | Fair | Satisfactory | Good | Satisfactory | 1236 | 83.6 |
September 1995 | Fair | Satisfactory | Good | Satisfactory | 1236 | 83.7 |
September 1993 | Fair | Good | Good | Satisfactory | 737 | 89.3 |
September 1991 | Fair | Satisfactory | Good | Satisfactory | 737 | 89.3 |