Share:

EB MRTN LTHR KING over WESTERLY CREEK

Map

Coordinates:
+39.75997, -104.87714
39°45'36" N, 104°52'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EB MRTN LTHR KING over WESTERLY CREEK
Structure number:D-21-WYC-081
Location:JUST E OF BEELER STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:146.3 ft. [44.6 m]
Total length:262.5 ft. [80.0 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:40.4 ft. [12.3 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 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,026 [as of 2013]
Truck traffic:10% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodGoodGoodGood702680.2
November 2014GoodGoodGoodGood702680.2
November 2012GoodGoodVery GoodGood702680.2
November 2010GoodGoodVery GoodVery Good399180.5
October 2008GoodGoodVery GoodVery Good399180.5
November 2006GoodGoodVery GoodVery Good226884.5
June 2005GoodGoodVery GoodVery Good226884.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.5255131200
Steel Protective Coatingsq. ft.5255130012
Deck
Reinforced Concrete Decksq. ft.10,57910,47910000
Wearing Surfacessq. ft.10,579010,57900
Superstructure
Steel Pin or Pin & Hangar Assemblyeach88000
Steel Protective Coatingsq. ft.88000
Substructure
Reinforced Concrete Pier Walllinear ft.6868000
Reinforced Concrete Abutmentlinear ft.4040000
Masonry Abutmentlinear ft.4040000
Joints
Strip Seal Jointlinear ft.813902121
Pourable Jointlinear ft.8181000
Bearings
Elastomeric Bearingeach22000
Pot Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.263263000
Steel Protective Coatingsq. ft.263263000
Other Material Bridge Raillinear ft.525525000