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BENEFICIAL DRIVE over GARRISON CHANNEL

Map

Coordinates:
+27.94128, -82.44959
27°56'29" N, 82°26'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BENEFICIAL DRIVE over GARRISON CHANNEL
Structure number:105628
Location:0.2MI S OF CHANNELSIDE DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:96.5 ft. [29.4 m]
Total length:528.9 ft. [161.2 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:72.5 ft. [22.1 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:7
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2015]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood500067.0
February 2015GoodGoodGoodGood500067.0
February 2013GoodGoodGoodGood500067.0
February 2011GoodGoodGoodGood500093.6
February 2009GoodGoodGoodGood500093.6
February 2007GoodGoodGoodGood500093.6
March 2005GoodGoodGoodGood500094.6
April 2003GoodGoodGoodGood500093.6