Orange Ave over Tinker Creek


+37.28396, -79.91987
37°17'02" N, 79°55'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Orange Ave over Tinker Creek
Structure number:000000000021729
Location:0030115 0071GUS NICK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:36.4 ft. [11.1 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:82.7 ft. [25.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
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:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:41,000 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:84.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$116,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairGoodSatisfactorySatisfactory4100084.3
August 2016GoodGoodGoodGood4033784.4
August 2014FairSatisfactorySatisfactoryFair4100073.8
August 2012FairSatisfactorySatisfactoryFair4100073.8
August 2010FairSatisfactorySatisfactoryFair4727072.1
August 2008FairSatisfactorySatisfactoryFair4727075.1
August 2006FairSatisfactorySatisfactoryFair4727073.1
August 2005FairSatisfactorySatisfactoryFair4727075.1
August 2004FairSatisfactorySatisfactoryFair4727075.1
September 2003FairSatisfactorySatisfactoryFair4727075.1
September 2002FairSatisfactorySatisfactoryFair4727075.1
September 2001FairSatisfactorySatisfactoryFair4727075.1
September 2000FairSatisfactorySatisfactoryFair4727075.1
August 1999FairSatisfactorySatisfactoryFair4727075.1
September 1998FairSatisfactoryGoodFair4727075.1
October 1997FairSatisfactoryGoodFair4727075.1
August 1996FairSatisfactoryGoodFair4727075.1
September 1995FairSatisfactoryGoodFair1988082.8
September 1994FairSatisfactoryGoodFair1988062.2
October 1993FairFairGoodFair1988061.1
October 1992FairFairGoodFair1988061.1
October 1991FairFairGoodFair1988059.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,5261,4319050
Reinforced Concrete Decksq. ft.9,0118,42858300
Wearing Surfacessq. ft.7,1945,6681,52600
Reinforced Concrete Pier Walllinear ft.16812828120
Reinforced Concrete Abutmentlinear ft.170937430
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2080182242
Reinforced Concrete Bridge Raillinear ft.1010000