SR-986 SW 72 St. over Snapper Creek CANAL C-2


+25.70111, -80.36472
25°42'04" N, 80°21'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR-986 SW 72 St. over Snapper Creek CANAL C-2
Structure number:870651
Location:200' East of SW 107 Ave
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:102.7 ft. [31.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:41,500 [as of 2014]
Truck traffic:4% 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Operating rating:81.4 tons [74.0 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:86.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201586.6Not deficientGoodGoodGood41500
July 201386.5Not deficientGoodGoodGood42500
July 201186.6Not deficientGoodGoodGood41500
July 200989.0Not deficientGoodGoodGood40500
August 200788.2Not deficientGoodVery GoodGood45500
August 200587.5Not deficientGoodVery GoodGood50000
July 200388.1Not deficientGoodVery GoodGood46500
July 200186.2Not deficientGoodGoodGood45500
June 199986.9Not deficientGoodGoodGood40500
May 199787.3Not deficientGoodGoodGood38070
May 199586.9Not deficientGoodGoodGood38070
April 199386.9Not deficientGoodGoodGood38070
April 199186.9Not deficientGoodGoodGood38070