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PLANT AVENUE over HILLS. BAY & BAYSHORE B.

Map

Coordinates:
+27.93783, -82.46132
27°56'16" N, 82°27'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PLANT AVENUE over HILLS. BAY & BAYSHORE B.
Structure number:105606
Location:BRIDGE OFF DAVIS ISLAND
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Local (Urban) [19]
Length of largest span:72.5 ft. [22.1 m]
Total length:635.9 ft. [193.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1927
Year reconstructed:1990
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:8
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,000 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:In place and functioning [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:58.0
Estimated cost of work:$288,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairSatisfactory2500058.0
February 2015FairSatisfactoryFairSatisfactory2500058.0
February 2013FairSatisfactoryGoodSatisfactory2500068.6
February 2011FairSatisfactoryGoodSatisfactory2500070.3
February 2009FairSatisfactoryGoodSatisfactory2500070.3
February 2007FairSatisfactoryGoodSatisfactory1000072.2
February 2005FairSatisfactoryGoodSatisfactory1000072.2
February 2003FairSatisfactoryGoodSatisfactory1000072.2
February 2001FairSatisfactoryGoodSatisfactory1000072.2
February 1999FairSatisfactoryGoodSatisfactory1000072.8
February 1997FairSatisfactoryGoodSatisfactory1000075.8
February 1995FairSatisfactoryGoodGood1000073.9
February 1993FairSatisfactorySatisfactoryGood1000072.9
February 1991GoodGoodGoodGood1000073.9