PRINCE GEORGE DR. over BLACKWATER SWAMP
Map
Coordinates:
+37.19534, -77.2605337°11'43" N, 77°15'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PRINCE GEORGE DR. over BLACKWATER SWAMP |
Structure number: | 000000000014062 |
Location: | 0.87 Fr 629 & 0.41 To 616 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 32.5 ft. [9.9 m] |
Total length: | 99.7 ft. [30.4 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,447 [as of 2014] |
Truck traffic: | 6% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 conditions; field review indicates action is required. [4] |
Sufficiency rating: | 49.8 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $1,261,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2016 | Fair | Fair | Fair | Fair | 4447 | 49.8 |
March 2014 | Fair | Fair | Fair | Fair | 4658 | 49.5 |
March 2012 | Fair | Satisfactory | Fair | Fair | 4658 | 50.6 |
March 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 4658 | 61.9 |
February 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 4278 | 63.4 |
February 2006 | Fair | Fair | Fair | Fair | 4726 | 50.4 |
February 2004 | Fair | Fair | Fair | Satisfactory | 4482 | 50.7 |
February 2002 | Fair | Good | Satisfactory | Good | 3721 | 64.0 |
February 2000 | Fair | Good | Very Good | Satisfactory | 6172 | 61.1 |
October 1997 | Fair | Good | Very Good | Satisfactory | 6000 | 61.3 |
October 1995 | Good | Good | Good | Good | 6000 | 61.3 |
October 1993 | Good | Very Good | Very Good | Very Good | 5900 | 61.4 |
October 1991 | Good | Very Good | Very Good | Very Good | 4590 | 63.0 |