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US-70 EBL over TULAROSA CREEK

Map

Coordinates:
+33.15130, -105.88509
33°09'05" N, 105°53'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-70 EBL over TULAROSA CREEK
Structure number:000000000007366
Location:9.77 MI NE OF US54/TULARO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:59.1 ft. [18.0 m]
Total length:183.1 ft. [55.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1975
Year reconstructed:1993
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,558 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Good [7 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:Equal to present desirable criteria [8]
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:98.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$30,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodSatisfactorySatisfactory655898.0
June 2015FairGoodSatisfactorySatisfactory637198.0
June 2013FairGoodSatisfactorySatisfactory637198.0
June 2011FairGoodSatisfactorySatisfactory318498.0
June 2009FairGoodSatisfactorySatisfactory654398.0
December 2008FairSatisfactorySatisfactorySatisfactory328398.0
December 2006FairSatisfactorySatisfactorySatisfactory643278.2
November 2004GoodGoodGoodGood673878.2
November 2002GoodGoodGoodGood321297.7
November 2000GoodVery GoodVery GoodVery Good317097.7
November 1998GoodVery GoodVery GoodVery Good283097.7
September 1996GoodVery GoodVery GoodVery Good263097.8
August 1995GoodVery GoodVery GoodVery Good265797.8
October 1993GoodVery GoodVery GoodVery Good268797.8
November 1992GoodGoodGoodGood187497.9
September 1990GoodGoodGoodGood186597.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.900090000
Concrete Protective Coatingsq. ft.2020000
Deck
Reinforced Concrete Decksq. ft.8,10008,10000
Wearing Surfacessq. ft.8,10008,10000
Substructure
Steel Columneach1801710
Steel Protective Coatingsq. ft.2,10002,0001000
Reinforced Concrete Abutmentlinear ft.110011000
Concrete Protective Coatingsq. ft.5050000
Reinforced Concrete Pier Caplinear ft.110011000
Concrete Protective Coatingsq. ft.7575000
Joints
Strip Seal Jointlinear ft.118011800
Pourable Jointlinear ft.143143000
Compression Jointlinear ft.104010400
Bearings
Elastomeric Bearingeach3003000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.414041400
Concrete Protective Coatingsq. ft.2020000