Bill Tuck Hwy EB over Perrin's Creek


+36.68971, -78.87382
36°41'23" N, 78°52'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Bill Tuck Hwy EB over Perrin's Creek
Structure number:000000000009149
Location:0.75-Rt 360/0.25-Rt 742
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:38.1 ft. [11.6 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,014 [as of 2014]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:75.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,914,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactorySatisfactory301475.6
February 2015FairSatisfactorySatisfactorySatisfactory350075.5
February 2013FairSatisfactorySatisfactorySatisfactory326377.5
February 2011FairSatisfactorySatisfactorySatisfactory326375.7
February 2009FairSatisfactorySatisfactorySatisfactory326376.4
February 2007FairSatisfactorySatisfactorySatisfactory331675.4
March 2005FairGoodGoodSatisfactory350977.3
March 2003FairGoodGoodSatisfactory367277.3
February 2001FairGoodGoodSatisfactory318975.4
February 1999GoodGoodGoodGood318975.4
February 1997GoodGoodGoodGood300075.4
March 1995GoodGoodGoodGood305075.5
February 1993GoodGoodGoodGood341776.2
February 1991GoodVery GoodVery GoodGood350876.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.8798663100
Reinforced Concrete Top Flangesq. ft.3,3333,322290
Wearing Surfacessq. ft.3,1483,144040
Reinforced Concrete Columneach86200
Reinforced Concrete Pier Caplinear ft.140987350
Compression Jointlinear ft.6666000
Movable Bearingeach1818000
Fixed Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2262111140