Columbia Road over Boston Branch
Map
Coordinates:
+37.66393, -78.1474437°39'50" N, 78°08'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Columbia Road over Boston Branch |
Structure number: | 000000000005778 |
Location: | 0.30 to 611 - 0.60 to 605 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 21.7 ft. [6.6 m] |
Total length: | 22.6 ft. [6.9 m] |
Roadway width between curbs: | 25.3 ft. [7.7 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 550 [as of 2014] |
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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $359,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 550 | 80.6 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 550 | 87.8 |
June 2015 | Fair | Satisfactory | Satisfactory | Good | 550 | 87.8 |
June 2014 | Fair | Satisfactory | Satisfactory | Good | 550 | 86.3 |
June 2012 | Fair | Satisfactory | Satisfactory | Good | 543 | 86.3 |
June 2010 | Fair | Good | Satisfactory | Good | 543 | 63.0 |
June 2008 | Fair | Good | Satisfactory | Good | 543 | 66.0 |
May 2006 | Good | Good | Good | Good | 632 | 65.3 |
May 2004 | Good | Good | Good | Good | 613 | 65.3 |
May 2002 | Good | Good | Good | Good | 682 | 65.3 |
May 2000 | Good | Good | Good | Good | 631 | 63.3 |
May 1998 | Good | Good | Good | Good | 631 | 63.3 |
September 1996 | Good | Very Good | Very Good | Good | 638 | 63.3 |
June 1994 | Good | Very Good | Very Good | Very Good | 638 | 63.3 |
July 1993 | Good | Very Good | Very Good | Very Good | 461 | 64.3 |
May 1992 | Good | Very Good | Very Good | Very Good | 416 | 64.3 |
July 1991 | Good | Very Good | Very Good | Very Good | 416 | 64.3 |