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SH 9 ML over LOUIS GULCH

Map

Coordinates:
+38.72220, -105.51561
38°43'20" N, 105°30'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 9 ML over LOUIS GULCH
Structure number:J-14-C
Location:1.9 MI NW OF FREMONT-PARK
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:23.0 ft. [7.0 m]
Total length:47.6 ft. [14.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2011]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:30.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018PoorSatisfactorySeriousFair80030.0
March 2016FairSatisfactorySatisfactoryFair80067.5
March 2014FairSatisfactorySatisfactoryFair80067.5
March 2012FairSatisfactoryFairFair75071.0
March 2010FairSatisfactorySatisfactoryGood75082.4
March 2008FairSatisfactorySatisfactoryGood77076.1
January 2006FairSatisfactorySatisfactoryGood88175.8
February 2004FairSatisfactorySatisfactoryGood88275.8
March 2002FairSatisfactorySatisfactoryGood88277.7
January 2000FairSatisfactorySatisfactoryGood86177.6
March 1998FairSatisfactorySatisfactorySatisfactory86177.6
January 1996FairSatisfactorySatisfactorySatisfactory43084.4
January 1994FairSatisfactoryGoodSatisfactory52084.1
March 1992FairSatisfactoryGoodSatisfactory52084.1
January 1990FairSatisfactoryGoodSatisfactory47084.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.80569069046
Substructure
Steel Columneach1500150
Timber Abutmentlinear ft.5004730
Timber Pier Caplinear ft.7575000
Deck
Timber Decksq. ft.1,19729790000
Wearing Surfacessq. ft.1,1501,150000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9696000
Steel Protective Coatingsq. ft.9696000