Share:

I-40 WBL over SAN JOSE CANYON

Map

Coordinates:
+35.07531, -107.59743
35°04'31" N, 107°35'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-40 WBL over SAN JOSE CANYON
Structure number:000000000006389
Location:10.42 MI E OF JCT NM-117
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:32.2 ft. [9.8 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
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:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:26,603 [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:Satisfactory [6 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:92.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactorySatisfactory2660392.0
May 2016FairSatisfactorySatisfactorySatisfactory2267592.0
May 2014FairSatisfactorySatisfactorySatisfactory1103192.0
May 2012FairSatisfactorySatisfactorySatisfactory1913592.0
June 2010FairSatisfactorySatisfactorySatisfactory1212492.0
April 2008FairFairSatisfactoryFair24786.0
April 2006FairFairSatisfactoryFair1128785.0
April 2004FairSatisfactorySatisfactorySatisfactory1182995.9
April 2002FairSatisfactorySatisfactorySatisfactory658396.4
April 2000FairSatisfactorySatisfactorySatisfactory642096.4
April 1998FairSatisfactorySatisfactorySatisfactory943796.1
May 1996FairSatisfactorySatisfactorySatisfactory868896.2
June 1994FairSatisfactorySatisfactoryGood679596.5
June 1992FairSatisfactorySatisfactorySatisfactory648798.0
August 1990GoodGoodGoodGood632497.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Columneach2002000
Steel Protective Coatingsq. ft.50004001000
Reinforced Concrete Abutmentlinear ft.117358200
Reinforced Concrete Pier Caplinear ft.115932200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2232030200
Steel Protective Coatingsq. ft.355035500
Deck
Reinforced Concrete Slabsq. ft.4,8044,464310300
Wearing Surfacessq. ft.4,8054,7901500