US 60 over Queen Creek


+33.29820, -111.08950
33°17'54" N, 111°05'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 60 over Queen Creek
Structure number:00406
Location:0.5 mi E Jct SR 177
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:380.9 ft. [116.1 m]
Total length:577.1 ft. [175.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:7,925 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:36.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018PoorPoorPoorPoor792536.3
September 2016PoorPoorSeriousPoor761219.3
September 2014PoorPoorPoorPoor733536.2
September 2012PoorPoorPoorPoor1100036.2
October 2010PoorPoorPoorPoor846736.2
January 2010PoorFairFairPoor846738.2
December 2007PoorFairFairPoor680039.0
June 2006PoorFairSatisfactoryPoor650039.0
August 2004FairSatisfactorySatisfactorySatisfactory624966.9
October 2001FairSatisfactorySatisfactorySatisfactory679566.9
March 2000FairSatisfactoryGoodSatisfactory704467.9
November 1997FairSatisfactoryGoodSatisfactory693867.9
February 1996FairSatisfactoryGoodSatisfactory578067.9
March 1993FairSatisfactoryGoodSatisfactory510067.9
March 1992GoodGoodGoodGood510067.9
May 1991GoodGoodVery GoodVery Good600067.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.75106411100
Steel Protective Coatingsq. ft.6,8196,819000
Steel Stringerlinear ft.1,48301,3421410
Steel Protective Coatingsq. ft.9,09109,09100
Reinforced Concrete Decksq. ft.19,6182,30816,9104000
Wearing Surfacessq. ft.17,310016,9104000
Steel Archlinear ft.699051015039
Steel Protective Coatingsq. ft.15,448011,27104,177
Steel Floor Beamlinear ft.4200396204
Steel Protective Coatingsq. ft.3,78803,78800
Steel Pin or Pin & Hangar Assemblyeach40400
Steel Columneach2480160
Steel Protective Coatingsq. ft.6,89606,89600
Reinforced Concrete Columneach80440
Reinforced Concrete Abutmentlinear ft.72042300
Reinforced Concrete Pier Caplinear ft.1570120370
Compression Jointlinear ft.18010515060
Movable Bearingeach1201020
Fixed Bearingeach2002000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1541,016381000