SR618 SELMON EB over CR-573 78TH ST & PALM R


+27.95044, -82.37222
27°57'02" N, 82°22'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR618 SELMON EB over CR-573 78TH ST & PALM R
Structure number:100460
Location:0.1MI SOUTH OF SR-60
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:72.8 ft. [22.2 m]
Total length:1593.6 ft. [485.7 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:99°
Owner:State Toll Authority [31]
Year built:1981
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:24
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:69,000 [as of 2017]
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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:86.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodGoodGood6900086.2
August 2015GoodGoodGoodGood1725088.9
August 2013GoodGoodGoodGood1725088.9
August 2011GoodGoodGoodGood1725088.9
August 2009GoodGoodGoodGood1775089.1
August 2007GoodGoodGoodGood1325089.3
August 2005GoodGoodGoodGood2450089.8
August 2003GoodGoodGoodGood1975090.0
June 2001GoodGoodGoodGood1975099.1
June 1999GoodGoodGoodGood1650090.2
June 1997GoodGoodGoodGood1650089.3
May 1995GoodGoodGoodGood1830089.5
April 1993GoodGoodGoodGood1412790.9
May 1991FairGoodGoodSatisfactory1412790.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.8,8398,8211440
Reinforced Concrete Decksq. ft.77,76364,89912,85860
Reinforced Concrete Columneach4643030
Reinforced Concrete Abutmentlinear ft.9898000
Reinforced Concrete Pier Caplinear ft.1,001999110
Pourable Jointlinear ft.305297800
Elastomeric Bearingeach190190000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,1863,179070