I-40 WBL over East Fork Pajarito Creek


+35.06954, -104.21207
35°04'10" N, 104°12'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-40 WBL over East Fork Pajarito Creek
Structure number:000000000006385
Location:3.2 M E Jct NM-129/I-40
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:43.0 ft. [13.1 m]
Total length:110.9 ft. [33.8 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,632 [as of 2017]
Truck traffic:34% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:87.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactoryFair1363287.0
February 2016FairSatisfactorySatisfactoryFair638587.0
February 2014FairSatisfactorySatisfactoryFair638587.0
February 2012FairSatisfactorySatisfactoryFair898187.0
February 2010FairSatisfactorySatisfactoryFair1823287.0
April 2008FairSatisfactorySatisfactoryFair936887.0
April 2006FairSatisfactorySatisfactoryFair903087.0
September 2003FairSatisfactorySatisfactoryGood860697.2
September 2001FairSatisfactorySatisfactoryGood805897.2
October 1999FairSatisfactorySatisfactoryGood737597.3
October 1997FairSatisfactorySatisfactoryGood737597.3
October 1995GoodGoodGoodGood699197.5
November 1993FairSatisfactoryGoodGood616897.5
November 1991GoodGoodGoodGood576798.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.8280020
Steel Pileeach1600160
Reinforced Concrete Pier Caplinear ft.8282000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.226226000
Reinforced Concrete Slabsq. ft.4,62904,62900
Wearing Surfacessq. ft.4,6294,620900