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RIVERSIDE DRIVE over W OUTFALL DRAINAGE CANA

Map

Coordinates:
+26.23389, -80.26583
26°14'02" N, 80°15'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RIVERSIDE DRIVE over W OUTFALL DRAINAGE CANA
Structure number:864009
Location:0.8MI W OF UNIVERSITY DR.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.4 ft. [10.8 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1974
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,161 [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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:100.7 tons [91.5 metric tons]
Inventory rating:63.6 tons [57.8 metric tons]
Sufficiency rating:76.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201576.2GoodGoodGoodGoodFO10161
May 201376.2GoodGoodGoodGoodFO10161
May 201176.2GoodGoodGoodGoodFO10161
May 200976.2GoodGoodGoodGoodFO10161
May 200776.2GoodGoodGoodGoodFO10161
June 200576.2GoodGoodGoodGoodFO10161
May 200376.2GoodGoodGoodGoodFO10161
May 200176.2GoodGoodGoodGoodFO10161
May 199976.6GoodGoodGoodGoodFO7800
May 199776.6GoodGoodGoodGoodFO7800
May 199576.5GoodGoodGoodGoodFO7800
January 199379.5GoodGoodGoodGoodFO7800
February 199179.6GoodGoodGoodGoodFO7400