SR84 & FrontageRds over DRAINAGE CANAL


+26.08556, -80.18167
26°05'08" N, 80°10'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR84 & FrontageRds over DRAINAGE CANAL
Structure number:860610
Location:1 mi west of I-95 on SR84
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.8 ft. [3.9 m]
Total length:25.6 ft. [7.8 m]
Roadway width between curbs:70.5 ft. [21.5 m]
Deck width edge-to-edge:201.5 ft. [61.4 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:36,000 [as of 2012]
Truck traffic:10% 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: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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Sufficiency rating:88.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201688.8GoodGoodGoodGood-36000
January 201488.8GoodGoodGoodGood-36000
March 201288.8GoodGoodGoodGood-36000
June 201088.8GoodGoodGoodGood-36000
June 200894.0GoodGoodGoodGood-35000
March 200694.0GoodVery GoodVery GoodGood-35000
February 200594.0GoodVery GoodVery GoodGood-35000
January 200396.7FairSatisfactoryVery GoodVery Good-35000
September 200197.0FairSatisfactoryVery GoodVery Good-31500
July 199996.7FairSatisfactoryVery GoodVery Good-35000
June 199790.0FairSatisfactoryVery GoodVery Good-29000
August 199587.6GoodVery GoodVery GoodVery Good-33000
February 199588.0GoodVery GoodVery GoodVery Good-30531
December 199275.1GoodVery GoodVery GoodVery GoodFO30531
January 19917.0GoodVery GoodVery GoodVery GoodFO30531