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SR-973 (SW 87 Ave) over SNAPPER CREEK CANAL C-2

Map

Coordinates:
+25.69167, -80.33333
25°41'30" N, 80°19'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR-973 (SW 87 Ave) over SNAPPER CREEK CANAL C-2
Structure number:870632
Location:SW 87 Ave. and SW 84 St.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:90.2 ft. [27.5 m]
Roadway width between curbs:66.3 ft. [20.2 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1979
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:29,500 [as of 2015]
Truck traffic:2% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:66.3 tons [60.3 metric tons]
Inventory rating:39.8 tons [36.2 metric tons]
Sufficiency rating:92.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201792.9GoodGoodGoodGood-29500
February 201592.5GoodGoodGoodGood-32000
February 201392.6GoodGoodGoodGood-31000
February 201172.7GoodGoodGoodGoodFO29500
February 200975.2GoodGoodGoodGoodFO26500
January 200775.4GoodGoodGoodGoodFO25500
February 200575.2GoodVery GoodVery GoodVery GoodFO26500
February 200395.3GoodVery GoodVery GoodVery Good-26500
February 200194.1GoodVery GoodVery GoodVery Good-28000
March 199984.0GoodVery GoodVery GoodVery Good-260003
February 199783.0GoodVery GoodVery GoodVery Good-260003
May 199583.0GoodVery GoodVery GoodVery Good-260003
April 199394.7GoodVery GoodVery GoodVery Good-21687
May 199194.7Good-Very GoodVery Good-21687