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US 92 (SR 600) WB over HILLSBOROUGH RIVER

Map

Coordinates:
+27.99611, -82.46556
27°59'46" N, 82°27'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 92 (SR 600) WB over HILLSBOROUGH RIVER
Structure number:100618
Location:0.4MI WEST OF BUS 41
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:137.5 ft. [41.9 m]
Total length:436.7 ft. [133.1 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25,500 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:38.9 tons [35.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:88.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201688.9GoodGoodGoodGood-25500
April 201488.9GoodGoodVery GoodVery Good-26000
April 201282.4GoodGoodVery GoodVery Good-28500
April 201082.5GoodGoodVery GoodVery Good-27250
April 200882.5GoodGoodVery GoodVery Good-27250
April 200692.8GoodGoodVery GoodVery Good-26250
April 200493.1GoodVery GoodVery GoodVery Good-19750
August 200293.2GoodVery GoodVery GoodVery Good-16000
September 200075.8GoodVery GoodVery GoodVery Good-21000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.275275000
Steel Protective Coatingsq. ft.1,0001,000000
Prestressed Concrete Girder/Beamlinear ft.1,9231,923000
Steel Stringerlinear ft.1,6191,619000
Steel Protective Coatingsq. ft.1,0001,000000
Deck
Reinforced Concrete Decksq. ft.17,24117,241000
Superstructure
Steel Floor Beamlinear ft.400400000
Steel Protective Coatingsq. ft.1,0001,000000
Substructure
Reinforced Concrete Pier Walllinear ft.108882000
Reinforced Concrete Abutmentlinear ft.108108000
Reinforced Concrete Pile Cap/Footinglinear ft.305305000
Reinforced Concrete Pileeach99000
Steel Pier Caplinear ft.9898000
Steel Protective Coatingsq. ft.1,0001,000000
Reinforced Concrete Pier Caplinear ft.308308000
Deck
Open Grid Decksq. ft.4,29504,29500
Steel Protective Coatingsq. ft.1,0001,000000
Concrete Filled Grid Decksq. ft.1,66801,66800
Steel Protective Coatingsq. ft.1,0001,000000
Corrugated or Orthotropic Decksq. ft.517517000
Wearing Surfacessq. ft.517517000
Steel Protective Coatingsq. ft.1,0001,000000
Joints
Strip Seal Jointlinear ft.217021700
Bearings
Elastomeric Bearingeach100100000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.413413000
Steel Protective Coatingsq. ft.1,0001,000000
Reinforced Concrete Bridge Raillinear ft.883883000
Other Material Bridge Raillinear ft.341341000