COLONIAL PARKWAY over KINGS CREEK
Map
Coordinates:
+37.27308, -76.6055337°16'23" N, 76°36'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLONIAL PARKWAY over KINGS CREEK |
Structure number: | 4290012P0000000 |
Location: | 6.4 MILES NORTHWEST OF U. |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 624.0 ft. [190.2 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Owner: | National Park Service [66] |
Year built: | 1933 |
Year reconstructed: | 1981 |
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: | 13 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,591 [as of 2007] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 60.9 |
Estimated cost of work: | $825,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Fair | 3591 | 60.9 |
June 2015 | Fair | Satisfactory | Satisfactory | Fair | 3591 | 58.8 |
June 2013 | Fair | Satisfactory | Satisfactory | Fair | 3591 | 58.8 |
June 2011 | Fair | Satisfactory | Satisfactory | Fair | 3591 | 58.8 |
June 2009 | Fair | Satisfactory | Fair | Fair | 3591 | 58.8 |
June 2007 | Fair | Satisfactory | Fair | Fair | 3591 | 58.8 |
May 2005 | Fair | Satisfactory | Fair | Fair | 3591 | 58.5 |
May 2003 | Fair | Satisfactory | Fair | Fair | 3591 | 58.8 |
May 2001 | Fair | Good | Satisfactory | Fair | 3591 | 57.9 |