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STARLING AVENUE over NS RWY

Map

Coordinates:
+36.68178, -79.87002
36°40'54" N, 79°52'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STARLING AVENUE over NS RWY
Structure number:000000000020638
Location:0057CHURCH ST0043220
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.1 ft. [16.8 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1934
Year reconstructed:2008
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:3
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,890 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:76.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$485,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactoryGood889076.9
October 2015FairSatisfactorySatisfactoryGood889076.9
October 2013FairSatisfactorySatisfactoryGood1455076.2
October 2011FairSatisfactorySatisfactoryGood1455076.2
October 2009FairSatisfactorySatisfactoryGood1455076.2
October 2008FairSatisfactorySatisfactoryGood1455076.2
May 2007PoorFairPoorSatisfactory145506.0
April 2006PoorFairPoorSatisfactory145506.0
April 2005PoorFairPoorSatisfactory1455029.2
May 2004PoorFairPoorSatisfactory145506.0
April 2003PoorFairPoorSatisfactory145506.0
April 2002PoorFairPoorSatisfactory145506.0
March 2001FairFairFairSatisfactory1455029.7
March 2000PoorFairPoorSatisfactory145506.0
April 1999PoorFairPoorSatisfactory145506.0
March 1998FairFairFairSatisfactory145506.0
April 1997FairFairFairSatisfactory145506.0
May 1996FairFairFairSatisfactory145506.0
March 1995FairFairFairSatisfactory145506.0
March 1994FairFairFairSatisfactory145506.0
March 1993FairFairFairSatisfactory145506.0
March 1992FairFairSatisfactoryGood145506.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.765764100
Deck
Reinforced Concrete Top Flangesq. ft.6,7646,764000
Wearing Surfacessq. ft.4,5954,588160
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.7171000
Reinforced Concrete Abutmentlinear ft.9090000
Reinforced Concrete Pier Caplinear ft.7373000
Joints
Compression Jointlinear ft.9009000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.308308000
Concrete Protective Coatingsq. ft.2,1562,156000