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COLONIAL PARKWAY over KINGS CREEK

Map

Coordinates:
+37.27308, -76.60553
37°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactoryFair359160.9
June 2015FairSatisfactorySatisfactoryFair359158.8
June 2013FairSatisfactorySatisfactoryFair359158.8
June 2011FairSatisfactorySatisfactoryFair359158.8
June 2009FairSatisfactoryFairFair359158.8
June 2007FairSatisfactoryFairFair359158.8
May 2005FairSatisfactoryFairFair359158.5
May 2003FairSatisfactoryFairFair359158.8
May 2001FairGoodSatisfactoryFair359157.9