Share:

RTE 460/E MAIN ST over MASON- CREEK

Map

Coordinates:
+37.29756, -80.03039
37°17'51" N, 80°01'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 460/E MAIN ST over MASON- CREEK
Structure number:000000000021780
Location:01811 A 0121311
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.1 ft. [17.7 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:77.8 ft. [23.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,396 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood1339688.7
March 2015FairSatisfactorySatisfactoryGood1339688.7
March 2013FairSatisfactorySatisfactoryGood1697488.1
March 2011FairSatisfactorySatisfactoryGood1697495.6
March 2009FairSatisfactorySatisfactoryGood1697495.6
March 2007FairSatisfactorySatisfactoryGood1697495.6
August 2005FairSatisfactorySatisfactoryGood1697495.6
March 2004PoorSeriousPoorSatisfactory1697426.3
March 2003PoorSeriousPoorSatisfactory1697426.3
March 2002PoorPoorPoorGood1697429.2
December 2000PoorPoorPoorGood169744.0
March 1999PoorPoorPoorFair169744.0
October 1997FairGoodSatisfactoryGood1697432.8
January 1997FairGoodSatisfactoryGood1697432.8
October 1995FairGoodSatisfactoryGood1697432.3
November 1994FairGoodSatisfactoryGood1697432.3
October 1993FairGoodSatisfactoryGood1697432.3
October 1992FairGoodSatisfactoryGood1697432.3
October 1991FairGoodSatisfactoryGood1697432.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.7874400
Reinforced Concrete Abutmentlinear ft.240228930
Concrete Protective Coatingsq. ft.360360000
Joints
Pourable Jointlinear ft.164164000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.288288000
Concrete Protective Coatingsq. ft.360360000
Reinforced Concrete Bridge Raillinear ft.2882602800
Concrete Protective Coatingsq. ft.864864000
Deck
Reinforced Concrete Slabsq. ft.9,0108,56045000
Wearing Surfacessq. ft.7,4247,424000