+36.88381, -94.37054
36°53'02" N, 94°22'14" W


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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,185 [as of 2014]
Truck traffic:10% 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]
Operating rating:45.5 tons [41.4 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:50.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$603,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201550.3FairFairFairFairFO5185
November 201350.3FairFairFairFairFO5185
November 201147.1FairFairFairFairFO5352
December 200948.6FairFairFairFairFO5784
December 200848.4FairFairFairFairFO5897
November 200647.7FairFairFairFairFO6295
October 200446.1FairFairFairFairFO6462
November 200247.6FairFairFairFairFO5616
October 200147.2FairFairFairFairFO5581
December 200049.7FairFairFairFairFO5557
November 199949.8FairFairFairFairFO5480
October 199849.8FairFairFairFairFO5480
November 199749.8FairFairFairFairFO5480
December 199648.9FairFairFairFairFO4251
November 199548.9FairFairFairSatisfactoryFO4251
January 199549.1FairFairFairSatisfactoryFO4115
November 199348.7FairFairFairSatisfactoryFO4350
December 199248.7FairFairFairSatisfactoryFO4350
October 199147.2FairFairFairSatisfactoryFO5222

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.4043610430
Reinforced Concrete Top Flangesq. ft.2,9632,37005930
Wearing Surfacessq. ft.2,7302,45727300
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.1906512050
Reinforced Concrete Pier Caplinear ft.56203600
Other Jointlinear ft.54430110
Movable Bearingeach1200120
Fixed Bearingeach120840
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3540297570