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DALE AVENUE over TINKER CREEK

Map

Coordinates:
+37.27510, -79.90772
37°16'30" N, 79°54'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DALE AVENUE over TINKER CREEK
Structure number:000000000021673
Location:0000ECL-ROAN 0345BEDFO--C
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:37.1 ft. [11.3 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1936
Year reconstructed:1967
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:5
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: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,000 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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:42.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$38,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodGood2300042.7
October 2016FairSatisfactorySatisfactoryFair2375376.7
October 2014FairSatisfactorySatisfactoryFair2700076.2
October 2012FairSatisfactorySatisfactoryFair2700076.2
June 2011FairSatisfactorySatisfactoryFair2600076.3
June 2010FairSatisfactorySatisfactoryFair2715754.4
June 2009FairSatisfactorySatisfactoryFair2715754.4
June 2008FairSatisfactorySatisfactoryFair2648953.7
June 2007FairSatisfactorySatisfactoryFair2620854.8
August 2006FairSatisfactorySatisfactoryFair2529455.1
August 2005FairSatisfactorySatisfactoryFair2572557.0
August 2004FairSatisfactorySatisfactoryFair2571457.0
September 2003FairSatisfactorySatisfactoryFair2567657.0
September 2002FairGoodSatisfactorySatisfactory2844368.8
September 2001FairGoodSatisfactorySatisfactory2844368.8
September 2000FairGoodSatisfactorySatisfactory2844368.8
August 1999FairGoodSatisfactorySatisfactory2844368.8
September 1998FairGoodSatisfactorySatisfactory2844368.8
October 1997FairSatisfactoryGoodSatisfactory2844368.8
August 1996FairSatisfactoryGoodFair2844353.9
September 1995FairSatisfactoryGoodSatisfactory1589071.0
September 1994FairSatisfactoryGoodSatisfactory1589071.0
October 1993FairSatisfactoryGoodSatisfactory1589071.0
October 1992FairSatisfactoryGoodSatisfactory1589071.0
October 1991FairSatisfactoryGoodSatisfactory1589071.0