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IRR# US 84 ML over COYOTE CREEK

Map

Coordinates:
+37.08186, -106.89406
37°04'55" N, 106°53'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IRR# US 84 ML over COYOTE CREEK
Structure number:P-09-X
Location:11 MI NORTH OF NEW MEXICO
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:19.4 ft. [5.9 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1938
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: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: February 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2011]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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: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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:63.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$419,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorSatisfactorySatisfactoryPoor110063.0
March 2015PoorSatisfactorySatisfactoryPoor110063.0
February 2013PoorSatisfactorySatisfactoryPoor110063.0
February 2011PoorSatisfactorySatisfactoryPoor120062.9
March 2009PoorSatisfactorySatisfactoryPoor120062.9
February 2007PoorSatisfactorySatisfactoryPoor130062.9
March 2005PoorSatisfactorySatisfactoryPoor101763.0
March 2003PoorSatisfactorySatisfactoryPoor134662.9
February 2001PoorSatisfactorySatisfactoryPoor131262.6
March 1999PoorSatisfactorySatisfactoryPoor131262.6
May 1997PoorGoodGoodPoor130062.6
March 1995PoorGoodGoodPoor130062.7
April 1993PoorGoodGoodPoor110062.7
January 1992PoorSatisfactoryGoodPoor94061.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.79860819000
Substructure
Timber Columneach3001272
Timber Abutmentlinear ft.76005620
Timber Pier Caplinear ft.158079790
Deck
Timber Decksq. ft.1,7671,7373000
Wearing Surfacessq. ft.1,7671,7373000
Bridge Rail
Other Material Bridge Raillinear ft.114011400