I 19; NB over Country Club Rd


+31.39020, -110.95840
31°23'25" N, 110°57'30" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 19; NB over Country Club Rd
Structure number:01300
Location:0.3 mi S Jct B19
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:54.1 ft. [16.5 m]
Total length:252.0 ft. [76.8 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1969
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:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,917 [as of 2017]
Truck traffic:19% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:87.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodSatisfactorySatisfactory1091787.9
April 2016FairGoodSatisfactorySatisfactory889388.1
April 2014FairGoodSatisfactorySatisfactory1192188.4
April 2012FairGoodSatisfactorySatisfactory1125088.4
April 2010FairGoodSatisfactorySatisfactory1685088.1
June 2008FairGoodSatisfactorySatisfactory1685088.1
January 2007GoodGoodGoodGood1200093.4
May 2004GoodGoodGoodGood609988.7
April 2002GoodGoodGoodGood938788.5
July 2000GoodGoodGoodGood700088.6
March 1998FairVery GoodGoodSatisfactory600088.7
October 1996FairVery GoodGoodSatisfactory575588.4
October 1994GoodGoodGoodGood465088.6
September 1992GoodVery GoodVery GoodVery Good750088.4
January 1991GoodVery GoodVery GoodVery Good310088.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,4821,4633160
Reinforced Concrete Decksq. ft.8,9717,9711,00000
Wearing Surfacessq. ft.6,5526,552000
Reinforced Concrete Pier Walllinear ft.5656000
Reinforced Concrete Abutmentlinear ft.7770700
Reinforced Concrete Pier Caplinear ft.140140000
Compression Jointlinear ft.7207200
Elastomeric Bearingeach60481200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.504504000