IS 64 WBL over Queen Creek


+37.29390, -76.67601
37°17'38" N, 76°40'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 64 WBL over Queen Creek
Structure number:000000000019843
Location:0.80 Mi To Int Rte 143
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:56.1 ft. [17.1 m]
Total length:901.9 ft. [274.9 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:18
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,752 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
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:63.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,952,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairFairFairFair3075263.6
July 2016FairFairFairFair3075263.6
July 2014FairFairFairFair2500068.0
July 2012FairFairFairFair2500069.0
July 2010FairFairFairFair2500065.4
July 2008FairFairFairFair2500065.4
September 2006FairFairFairFair2500065.4
July 2004FairFairFairFair2500065.4
June 2002FairFairFairFair2500065.4
June 2000FairFairFairFair2500065.4
October 1998FairFairFairFair2500065.4
June 1996FairFairFairFair2400065.6
May 1994FairGoodFairFair1695268.1
June 1992FairFairFairFair1695267.1
April 1990FairFairFairFair1695267.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.4,6604,62822100
Reinforced Concrete Decksq. ft.30,66830,104483810
Wearing Surfacessq. ft.26,15823,10803,0500
Reinforced Concrete Abutmentlinear ft.103604030
Prestressed Concrete Pileeach104740300
Reinforced Concrete Pier Caplinear ft.532326991070
Pourable Jointlinear ft.659464761190
Elastomeric Bearingeach9300930
Steel Protective Coatingsq. ft.9300093
Fixed Bearingeach9300930
Steel Protective Coatingsq. ft.9300093
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,8041,71853330
Reinforced Concrete Bridge Raillinear ft.1,8041,792390