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WBL ROUTE 0064 over RTE 155_(N. COURTHOUSE)

Map

Coordinates:
+37.49578, -77.02357
37°29'45" N, 77°01'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL ROUTE 0064 over RTE 155_(N. COURTHOUSE)
Structure number:000000000012671
Location:3.45 TO 106 & 5.76 TO 33
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:65.0 ft. [19.8 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1972
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,285 [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:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactoryFair3128579.0
June 2015FairSatisfactorySatisfactoryFair3128579.0
June 2013FairSatisfactorySatisfactoryFair2000079.0
June 2011FairSatisfactoryGoodSatisfactory2000092.0
October 2009FairSatisfactoryGoodSatisfactory2000092.0
December 2007FairSatisfactoryGoodSatisfactory2000093.0
December 2005FairSatisfactoryGoodSatisfactory2000093.0
January 2004FairSatisfactoryGoodSatisfactory2000093.0
January 2002FairSatisfactoryGoodSatisfactory2000093.0
February 2000FairSatisfactoryGoodSatisfactory2000093.0
January 1998FairSatisfactoryGoodSatisfactory2000093.0
January 1996FairGoodGoodSatisfactory2000093.0
January 1994GoodVery GoodVery GoodGood1574093.0
January 1992GoodVery GoodVery GoodVery Good3148093.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,0453,039420
Deck
Reinforced Concrete Decksq. ft.6,1495,94820100
Substructure
Reinforced Concrete Columneach65100
Reinforced Concrete Abutmentlinear ft.1261015200
Reinforced Concrete Pier Caplinear ft.9087120
Joints
Pourable Jointlinear ft.129000129
Compression Jointlinear ft.4300043
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2902801000
Reinforced Concrete Bridge Raillinear ft.290290000