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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 2015 

Status:Open, no restriction [A]
Average daily traffic:32,000 [as of 2013]
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:92.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201592.5Not deficientGoodGoodGood32000
February 201392.6Not deficientGoodGoodGood31000
February 201172.7Functionally obsoleteGoodGoodGood29500
February 200975.2Functionally obsoleteGoodGoodGood26500
January 200775.4Functionally obsoleteGoodGoodGood25500
February 200575.2Functionally obsoleteVery GoodVery GoodVery Good26500
February 200395.3Not deficientVery GoodVery GoodVery Good26500
February 200194.1Not deficientVery GoodVery GoodVery Good28000
March 199984.0Not deficientVery GoodVery GoodVery Good260003
February 199783.0Not deficientVery GoodVery GoodVery Good260003
May 199583.0Not deficientVery GoodVery GoodVery Good260003
April 199394.7Not deficientVery GoodVery GoodVery Good21687
May 199194.7Not deficient-Very GoodVery Good21687