I75(SR93)Rest Area over C-123 Miami Canal


+26.14583, -80.63250
26°08'45" N, 80°37'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I75(SR93)Rest Area over C-123 Miami Canal
Structure number:860621
Location:11.6 Miles W of US-27
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Tolls:Yes, on toll road [2]
Length of largest span:129.9 ft. [39.6 m]
Total length:344.8 ft. [105.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:31°
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+Mod / HS 20+Mod [6]
Number of main spans:3
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: July 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,340 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:85.5 tons [77.7 metric tons]
Inventory rating:51.3 tons [46.6 metric tons]
Sufficiency rating:79.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201579.2GoodVery GoodVery GoodGood-1340
July 201379.2GoodVery GoodVery GoodGood-1340
July 201197.0GoodVery GoodVery GoodGood-1340
July 200996.8GoodVery GoodVery GoodGood-1340
July 200797.8GoodVery GoodVery GoodGood-1340
July 200597.8GoodVery GoodVery GoodVery Good-1340
July 200396.8GoodVery GoodVery GoodVery Good-1340
July 200199.8GoodExcellentExcellentExcellent-1340
March 200099.8GoodExcellentExcellentExcellent-1340

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.2,1692,169000
Reinforced Concrete Decksq. ft.16,47116,471000
Reinforced Concrete Abutmentlinear ft.110110000
Prestressed Concrete Pileeach1812600
Reinforced Concrete Pier Caplinear ft.110110000
Strip Seal Jointlinear ft.215215000
Elastomeric Bearingeach3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.690690000