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PLANT AVENUE over HILLS. BAY & BAYSHORE B.

Map

Coordinates:
+27.93778, -82.46111
27°56'16" N, 82°27'40" 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:9.5 ft. [2.9 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]
Operating rating:42.7 tons [38.8 metric tons]
Inventory rating:33.0 tons [30.0 metric tons]
Sufficiency rating:58.0
Estimated cost of work:$288,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201758.0FairSatisfactoryFairSatisfactoryFO25000
February 201558.0FairSatisfactoryFairSatisfactoryFO25000
February 201368.6FairSatisfactoryGoodSatisfactoryFO25000
February 201170.3FairSatisfactoryGoodSatisfactoryFO25000
February 200970.3FairSatisfactoryGoodSatisfactoryFO25000
February 200772.2FairSatisfactoryGoodSatisfactoryFO10000
February 200572.2FairSatisfactoryGoodSatisfactoryFO10000
February 200372.2FairSatisfactoryGoodSatisfactoryFO10000
February 200172.2FairSatisfactoryGoodSatisfactoryFO10000
February 199972.8FairSatisfactoryGoodSatisfactoryFO10000
February 199775.8FairSatisfactoryGoodSatisfactory-10000
February 199573.9FairSatisfactoryGoodGood-10000
February 199372.9FairSatisfactorySatisfactoryGood-10000
February 199173.9GoodGoodGoodGood-10000