SR-618 WB over US41B (22ND ST) & CSX RR


+27.95500, -82.43556
27°57'18" N, 82°26'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-618 WB over US41B (22ND ST) & CSX RR
Structure number:100443
Location:1.0 MI E/O NEBRASKA AVE
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:155.8 ft. [47.5 m]
Total length:1095.9 ft. [334.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:99°
Owner:State Toll Authority [31]
Year built:1981
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span 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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25,000 [as of 2015]
Truck traffic:5% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:40.9 tons [37.2 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Sufficiency rating:94.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$14,998,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201594.8GoodGoodGoodGood-25000
July 201387.7PoorPoorGoodGood-44300
July 201171.4PoorPoorGoodGoodSD24250
July 200971.5PoorPoorGoodGoodSD23000
August 200771.5PoorPoorGoodGoodSD22500
August 200570.8PoorPoorGoodGoodSD31000
August 200374.5PoorPoorGoodGoodSD21500
May 200276.5PoorPoorGoodGoodSD21500
May 200176.4PoorPoorGoodGoodSD21750
May 199994.0PoorPoorGoodGoodSD16000
May 199794.2GoodGoodGoodGood-16000
April 199587.3GoodGoodGoodGoodFO16000
March 199388.4GoodGoodGoodGoodFO16013
March 199188.4FairSatisfactoryVery GoodVery GoodFO16013

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,0911,091000
Steel Protective Coatingsq. ft.1,0001,000000
Prestressed Concrete Girder/Beamlinear ft.7,3597,359000
Reinforced Concrete Decksq. ft.58,18758,187000
Reinforced Concrete Abutmentlinear ft.233233000
Reinforced Concrete Pileeach5757000
Reinforced Concrete Pier Caplinear ft.861861000
Pourable Jointlinear ft.793793000
Elastomeric Bearingeach194194000
Movable Bearingeach55000
Steel Protective Coatingsq. ft.1,0001,000000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.1,0001,000000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,5202,520000