Langhorne Road over Ivy Creek


+37.41674, -79.18834
37°25'00" N, 79°11'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Langhorne Road over Ivy Creek
Structure number:000000000020598
Location:0.1-Crnhill Dr./0.1-Halsy
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:43.0 ft. [13.1 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:1983
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:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,607 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:65.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,455,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactoryFairSatisfactory960765.9
January 2016FairSatisfactoryFairSatisfactory960765.9
January 2014FairSatisfactoryFairSatisfactory1300065.2
January 2012FairSatisfactoryFairSatisfactory1300067.2
January 2010FairSatisfactoryFairSatisfactory1300067.2
January 2008FairSatisfactorySatisfactorySatisfactory1607178.1
January 2006FairSatisfactoryFairSatisfactory1607166.5
January 2004FairGoodFairSatisfactory1607166.5
January 2002FairGoodFairSatisfactory1607166.5
February 2000FairGoodSatisfactorySatisfactory1607178.1
February 1998FairGoodSatisfactorySatisfactory1607178.1
January 1996FairGoodSatisfactorySatisfactory1607177.9
January 1994GoodGoodGoodGood1607176.9
October 1991GoodGoodVery GoodVery Good1128078.8