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H.G. SHIRLEY MEM H over SANGER AVE

Map

Coordinates:
+38.82389, -77.12417
38°49'26" N, 77°07'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:H.G. SHIRLEY MEM H over SANGER AVE
Structure number:000000000019952
Location:00.93 236 WB / 01.57 7 EB
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:69.9 ft. [21.3 m]
Total length:73.5 ft. [22.4 m]
Roadway width between curbs:170.0 ft. [51.8 m]
Deck width edge-to-edge:182.1 ft. [55.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2016
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span 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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:181,433 [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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:72.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryFairSatisfactory18143372.0
December 2015FairSatisfactoryFairSatisfactory18143366.0
December 2013FairSatisfactoryFairSatisfactory17133966.0
December 2011FairSatisfactoryFairSatisfactory17133966.0
December 2009FairSatisfactoryFairSatisfactory17133966.0
January 2008FairSatisfactorySatisfactorySatisfactory17207778.0
January 2006FairSatisfactorySatisfactorySatisfactory17964478.0
March 2004FairSatisfactorySatisfactoryFair17601867.0
February 2003PoorSatisfactoryGoodPoor16355051.0
December 2001PoorSatisfactoryGoodPoor16355051.0
February 2000PoorSatisfactoryGoodPoor16355051.0
December 1997PoorSatisfactoryGoodPoor16355051.0
December 1995PoorSatisfactoryGoodPoor16355049.0
March 1994FairSatisfactoryGoodSatisfactory16355076.0
June 1993FairSatisfactoryGoodSatisfactory16355076.0
February 1991FairGoodGoodSatisfactory16355076.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6161,5358100
Steel Protective Coatingsq. ft.12,3868,7743,61200
Deck
Reinforced Concrete Decksq. ft.10,4778,7871,69000
Substructure
Reinforced Concrete Abutmentlinear ft.26945213110
Joints
Compression Jointlinear ft.312695914539
Bearings
Movable Bearingeach2421030
Steel Protective Coatingsq. ft.9692040
Fixed Bearingeach2417610
Steel Protective Coatingsq. ft.96682440
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.210208200
Steel Protective Coatingsq. ft.420416400
Reinforced Concrete Bridge Raillinear ft.140140000