Share:

SHERWOOD DRIVE over SWIFT CREEK

Map

Coordinates:
+37.27586, -77.41534
37°16'33" N, 77°24'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHERWOOD DRIVE over SWIFT CREEK
Structure number:000000000020130
Location:.05FORESTVIE .05SPRINGDAL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:58.1 ft. [17.7 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,726 [as of 2014]
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:Equal to present minimum criteria [6]
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 condition. [5]
Sufficiency rating:77.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory372677.6
November 2016FairSatisfactorySatisfactorySatisfactory372677.6
November 2014FairSatisfactorySatisfactorySatisfactory468977.0
November 2012FairSatisfactorySatisfactoryGood468977.0
November 2010FairSatisfactorySatisfactoryGood468977.0
November 2008FairSatisfactorySatisfactoryGood468977.0
January 2007GoodGoodGoodVery Good468977.0
January 2005GoodGoodVery GoodVery Good468977.0
November 2002GoodGoodVery GoodVery Good468977.0
January 2001GoodGoodVery GoodVery Good468977.0
November 1998GoodGoodVery GoodVery Good468977.0
November 1996GoodGoodVery GoodVery Good468977.0
November 1994GoodGoodVery GoodVery Good468977.1
November 1992GoodGoodVery GoodVery Good582274.4
November 1990GoodGoodVery GoodVery Good582274.4