Share:

WBL KINGS HWY. over BIRCHWOOD CREEK

Map

Coordinates:
+38.25906, -77.27293
38°15'33" N, 77°16'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL KINGS HWY. over BIRCHWOOD CREEK
Structure number:000000000010541
Location:4.3M RTE206-4.2M STAFF CO
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:55.1 ft. [16.8 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1989
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,598 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactoryGoodVery Good959898.0
December 2016FairSatisfactoryGoodVery Good959898.0
December 2014FairSatisfactoryGoodVery Good904198.0
December 2012FairSatisfactoryGoodVery Good904198.0
December 2010FairSatisfactoryVery GoodVery Good904198.0
December 2008FairSatisfactoryVery GoodVery Good904198.0
December 2006FairSatisfactoryVery GoodVery Good924998.0
November 2004FairSatisfactoryVery GoodVery Good888998.0
December 2002FairSatisfactoryVery GoodVery Good862298.0
December 2000FairSatisfactoryVery GoodVery Good617299.0
December 1998FairSatisfactoryVery GoodVery Good6172100.0
January 1997FairSatisfactoryVery GoodVery Good5500100.0
January 1995GoodVery GoodVery GoodVery Good12000100.0
February 1993GoodVery GoodVery GoodVery Good4577100.0
December 1991GoodVery GoodVery GoodVery Good5373100.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6896424700
Steel Protective Coatingsq. ft.5,2635,2160461
Deck
Reinforced Concrete Decksq. ft.5,0634,7412141080
Substructure
Prestressed Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.20415410400
Reinforced Concrete Pier Caplinear ft.115115000
Joints
Compression Jointlinear ft.2432310012
Bearings
Elastomeric Bearingeach36251100
Steel Protective Coatingsq. ft.108750330
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2301547600