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ROUTE 0095 over RTE 144 & OLD TOWN CREEK

Map

Coordinates:
+37.25895, -77.39908
37°15'32" N, 77°23'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 0095 over RTE 144 & OLD TOWN CREEK
Structure number:000000000020139
Location:1.5 NCL PETBG 2.06 CHESFD
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:77.1 ft. [23.5 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:140.4 ft. [42.8 m]
Deck width edge-to-edge:148.0 ft. [45.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:95,926 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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: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:Equal to present desirable criteria [8]
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:71.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryFair9592671.8
August 2015FairSatisfactorySatisfactoryFair9592669.8
August 2013FairSatisfactorySatisfactoryFair9196170.2
August 2011FairSatisfactorySatisfactoryFair9196170.2
August 2009FairSatisfactorySatisfactorySatisfactory9196182.7
September 2007FairGoodSatisfactorySatisfactory9255982.7
August 2005FairGoodSatisfactorySatisfactory8959483.0
July 2003FairSatisfactorySatisfactorySatisfactory8591383.3
July 2001GoodGoodGoodGood7692084.2
November 1999GoodVery GoodVery GoodGood7468184.5
August 1997GoodGoodVery GoodGood7500084.4
August 1995GoodGoodGoodGood6800086.5
October 1993PoorPoorSatisfactoryFair3200065.8
October 1991PoorPoorSatisfactoryFair3024767.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,4965,35879590
Steel Protective Coatingsq. ft.48,30045,73202,320248
Deck
Reinforced Concrete Decksq. ft.33,88526,0727,80850
Wearing Surfacessq. ft.10,42010,30711300
Substructure
Reinforced Concrete Columneach22011110
Reinforced Concrete Abutmentlinear ft.512242582300
Reinforced Concrete Pier Caplinear ft.35217199820
Joints
Pourable Jointlinear ft.84552900
Compression Jointlinear ft.6222473341724
Bearings
Elastomeric Bearingeach2401770
Steel Protective Coatingsq. ft.481801614
Movable Bearingeach602223150
Steel Protective Coatingsq. ft.120500070
Fixed Bearingeach6000600
Steel Protective Coatingsq. ft.120500070
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.45838759120
Reinforced Concrete Bridge Raillinear ft.68752616100