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SH 69 ML over DRAW

Map

Coordinates:
+37.79450, -105.19740
37°47'40" N, 105°11'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 69 ML over DRAW
Structure number:M-16-Q
Location:2 MILES NW OF GARDNER
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:22.6 ft. [6.9 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
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: November 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2011]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:67.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016PoorSatisfactoryFairPoor30067.8
November 2014PoorSatisfactoryFairPoor30067.8
November 2012PoorSatisfactoryFairPoor49066.6
November 2010PoorSatisfactoryFairPoor49066.6
December 2008FairSatisfactorySatisfactoryFair49082.7
November 2006FairSatisfactorySatisfactorySatisfactory70093.6
December 2004FairSatisfactorySatisfactorySatisfactory37594.9
October 2002FairSatisfactorySatisfactorySatisfactory31194.9
October 2000FairSatisfactorySatisfactorySatisfactory30494.7
October 1998FairSatisfactorySatisfactorySatisfactory30494.7
June 1997FairSatisfactorySatisfactorySatisfactory27094.7
October 1994FairSatisfactorySatisfactorySatisfactory27097.6
November 1991FairSatisfactorySatisfactoryFair18086.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.1,28882846000
Substructure
Timber Columneach3102740
Timber Abutmentlinear ft.72551700
Timber Pier Caplinear ft.20050135150
Deck
Timber Decksq. ft.2,84402,84400
Wearing Surfacessq. ft.2,84402,84400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.184184000
Steel Protective Coatingsq. ft.184184000