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BU 60 E over HICKORY CR

Map

Coordinates:
+36.88373, -94.37049
36°53'01" N, 94°22'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BU 60 E over HICKORY CR
Structure number:5458
Old structure number:J 623 1 (from 1992 edition)
Location:S 18 T 25 N R 31 W
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:37.4 ft. [11.4 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1931
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,762 [as of 2016]
Truck traffic:4% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:51.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$603,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairFair476251.0
September 2015FairFairFairFair518550.3
November 2013FairFairFairFair518550.3
November 2011FairFairFairFair535247.1
December 2009FairFairFairFair578448.6
December 2008FairFairFairFair589748.4
November 2006FairFairFairFair629547.7
October 2004FairFairFairFair646246.1
November 2002FairFairFairFair561647.6
October 2001FairFairFairFair558147.2
December 2000FairFairFairFair555749.7
November 1999FairFairFairFair548049.8
October 1998FairFairFairFair548049.8
November 1997FairFairFairFair548049.8
December 1996FairFairFairFair425148.9
November 1995FairFairFairSatisfactory425148.9
January 1995FairFairFairSatisfactory411549.1
November 1993FairFairFairSatisfactory435048.7
December 1992FairFairFairSatisfactory435048.7
October 1991FairFairFairSatisfactory522247.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.40436412280
Deck
Reinforced Concrete Top Flangesq. ft.2,9632,73302300
Wearing Surfacessq. ft.2,7302,397273600
Substructure
Reinforced Concrete Columneach43100
Reinforced Concrete Abutmentlinear ft.1906512050
Reinforced Concrete Pier Caplinear ft.56381710
Joints
Other Jointlinear ft.5400540
Bearings
Movable Bearingeach120480
Fixed Bearingeach120480
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.354003540