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WB MRTN LTHR KING over WESTERLY CREEK

Map

Coordinates:
+39.76019, -104.87744
39°45'37" N, 104°52'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WB MRTN LTHR KING over WESTERLY CREEK
Structure number:D-21-WYC-080
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:25.9 ft. [7.9 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:8,153 [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]
Operating rating:70.4 tons [64.0 metric tons]
Inventory rating:42.4 tons [38.5 metric tons]
Sufficiency rating:80.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201680.0GoodGoodGoodGoodFO8153
November 201480.0GoodGoodGoodGoodFO8153
November 201280.0GoodGoodGoodGood-8153
November 201080.5GoodGoodVery GoodVery Good-3996
October 200880.5GoodGoodVery GoodVery Good-3996
November 200684.5GoodGoodVery GoodVery Good-2348
June 200584.5GoodGoodVery GoodVery Good-2348