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NBL ROUTE 0081 over RT99/COUNT PULASKI DR.

Map

Coordinates:
+37.02576, -80.72956
37°01'33" N, 80°43'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NBL ROUTE 0081 over RT99/COUNT PULASKI DR.
Structure number:000000000014466
Location:4.34-RT 11; 4.34-RT 100
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:71.9 ft. [21.9 m]
Total length:247.1 ft. [75.3 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1960
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:4
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,645 [as of 2014]
Truck traffic:25% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:69.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$15,254,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairFair1964569.0
September 2015FairFairFairFair1964567.0
September 2013FairFairFairSatisfactory1777467.0
September 2011FairFairFairSatisfactory1777467.0
September 2009FairFairFairSatisfactory1777467.0
September 2007FairFairFairSatisfactory2119067.0
September 2005FairFairFairSatisfactory2027567.0
September 2003FairFairFairSatisfactory1862567.0
October 2001FairFairFairSatisfactory1699267.0
October 1999FairFairFairSatisfactory1594567.0
December 1997FairFairSatisfactoryGood1550078.0
November 1995FairFairSatisfactoryGood1450076.0
November 1993FairSatisfactorySatisfactoryFair1284766.0
November 1991FairFairFairFair2352565.0
November 1989FairFairFairFair986567.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4701,17802920
Steel Protective Coatingsq. ft.12,85712,857000
Deck
Reinforced Concrete Decksq. ft.10,8709,0361,2675670
Wearing Surfacessq. ft.10,0508,0212,02090
Substructure
Reinforced Concrete Columneach90360
Reinforced Concrete Abutmentlinear ft.140013910
Reinforced Concrete Pier Caplinear ft.1531497420
Joints
Compression Jointlinear ft.2001712405
Bearings
Movable Bearingeach2400240
Steel Protective Coatingsq. ft.48240024
Fixed Bearingeach2402400
Steel Protective Coatingsq. ft.4848000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4784681000
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Bridge Raillinear ft.1616000