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SH 119 ML over BOULDER CREEK

Map

Coordinates:
+40.01217, -105.30256
40°00'44" N, 105°18'09" 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 2017

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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:75.8
Estimated cost of work:$268,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactoryGood810075.8
September 2015FairSatisfactorySatisfactoryGood810075.8
May 2014FairSatisfactorySatisfactoryGood810075.8
October 2013FairSatisfactorySatisfactoryGood970075.0
August 2011FairSatisfactorySatisfactoryGood970075.0
September 2009FairSatisfactoryGoodGood970075.0
September 2007FairSatisfactoryGoodGood1100074.4
August 2005FairSatisfactoryGoodGood1169774.0
October 2003FairSatisfactoryGoodGood871575.5
September 2001FairSatisfactoryGoodGood871574.3
August 1999FairSatisfactoryGoodGood980073.7
September 1997FairSatisfactoryGoodGood785074.7
September 1995FairSatisfactorySatisfactoryGood785074.7
August 1993FairSatisfactoryGoodGood675066.4
September 1992FairSatisfactorySatisfactoryGood675064.4
August 1990GoodGoodGoodGood620063.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.600583890
Deck
Reinforced Concrete Top Flangesq. ft.4,9434,87845200
Wearing Surfacessq. ft.3,6153,21540000
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