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SR 90 over DRAINAGE CANAL

Map 

Coordinates:
+25.76167, -80.34778
25°45'42" N, 80°20'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 90 over DRAINAGE CANAL
Structure number:870751
Location:SW 94th Ave. Canal
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:38.7 ft. [11.8 m]
Total length:38.7 ft. [11.8 m]
Roadway width between curbs:119.8 ft. [36.5 m]
Deck width edge-to-edge:145.0 ft. [44.2 m]
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:65,000 [as of 2013]
Truck traffic:8% 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:74.7 tons [67.9 metric tons]
Inventory rating:44.8 tons [40.7 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201497.0Not deficientGoodGoodGood65000
August 201297.0Not deficientGoodGoodGood62000
August 201077.0Functionally obsoleteGoodGoodGood62000
August 200877.0Functionally obsoleteGoodGoodGood52000
June 200677.0Functionally obsoleteVery GoodVery GoodVery Good52000
June 200483.0Not deficientVery GoodVery GoodVery Good58000