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SH 165 ML over WILLIS CREEK

Map

Coordinates:
+38.01419, -105.06923
38°00'51" N, 105°04'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 165 ML over WILLIS CREEK
Structure number:L-16-AE
Location:1.11 MI N OF JCT SH 78
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.7 ft. [6.0 m]
Total length:22.6 ft. [6.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:370 [as of 2011]
Truck traffic:7% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood37080.0
May 2016GoodGoodGoodGood37080.0
May 2014GoodGoodGoodGood37080.0
May 2012GoodGoodVery GoodGood30080.4
May 2010GoodGoodVery GoodGood30080.4
June 2008GoodGoodVery GoodGood30080.4
June 2006GoodGoodVery GoodGood36080.1
May 2004GoodGoodGoodGood35680.1
May 2002GoodGoodVery GoodGood35877.1
April 2000GoodGoodVery GoodGood35082.0
April 1998GoodGoodVery GoodGood35076.9
April 1996GoodGoodVery GoodGood33077.0
May 1994GoodGoodVery GoodGood25085.4
April 1992GoodGoodGoodGood25090.5
April 1990GoodGoodVery GoodVery Good20088.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.252252000
Substructure
Timber Columneach125520
Timber Abutmentlinear ft.5454000
Timber Pier Caplinear ft.5852600
Deck
Timber Decksq. ft.616616000
Wearing Surfacessq. ft.61603003160
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4646000
Steel Protective Coatingsq. ft.4646000