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SH 119 ML over BOULDER CREEK

Map

Coordinates:
+40.01208, -105.30278
40°00'43" N, 105°18'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 119 ML over BOULDER CREEK
Structure number:D-15-G
Location:JUST WEST OF BOULDER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:75.1 ft. [22.9 m]
Total length:120.4 ft. [36.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,100 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:33.0 tons [30.0 metric tons]
Sufficiency rating:75.8
Estimated cost of work:$268,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201575.8FairSatisfactorySatisfactoryGoodFO8100
May 201475.8FairSatisfactorySatisfactoryGoodFO8100
October 201375.0FairSatisfactorySatisfactoryGoodFO9700
August 201175.0FairSatisfactorySatisfactoryGoodFO9700
September 200975.0FairSatisfactoryGoodGoodFO9700
September 200774.4FairSatisfactoryGoodGoodFO11000
August 200574.0FairSatisfactoryGoodGoodFO11697
October 200375.5FairSatisfactoryGoodGoodFO8715
September 200174.3FairSatisfactoryGoodGoodFO8715
August 199973.7FairSatisfactoryGoodGoodFO9800
September 199774.7FairSatisfactoryGoodGoodFO7850
September 199574.7FairSatisfactorySatisfactoryGoodFO7850
August 199366.4FairSatisfactoryGoodGoodFO6750
September 199264.4FairSatisfactorySatisfactoryGoodFO6750
August 199063.6GoodGoodGoodGoodFO6200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.600583890
Deck
Reinforced Concrete Top Flangesq. ft.4,9434,8984500
Wearing Surfacessq. ft.3,6153,615000
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.116116000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.363191943939
Steel Protective Coatingsq. ft.3639027300
Other Material Bridge Raillinear ft.121012100