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DAVIS ISLD BRIDGE over HILLS. BAY & BAYSHORE B.

Map 

Coordinates:
+27.93861, -82.46167
27°56'19" N, 82°27'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DAVIS ISLD BRIDGE over HILLS. BAY & BAYSHORE B.
Structure number:105605
Location:BAYSHORE BLVD;HYDE PK AV
Purpose:Carries highway over highway and waterway
Route classification:Local (Urban) [19]
Length of largest span:66.9 ft. [20.4 m]
Total length:1329.5 ft. [405.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:21
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 2015 

Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:53.7 tons [48.8 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201572.1Functionally obsoleteGoodGoodSatisfactory21000
February 201372.1Functionally obsoleteGoodGoodSatisfactory21000
February 201171.3Functionally obsoleteGoodGoodSatisfactory21000
February 200971.3Functionally obsoleteGoodGoodSatisfactory21000
February 200771.3Functionally obsoleteGoodGoodSatisfactory21000
February 200571.4Functionally obsoleteGoodGoodSatisfactory20000
February 200371.4Functionally obsoleteGoodGoodSatisfactory20000
February 200171.4Functionally obsoleteGoodGoodSatisfactory20000
February 199972.7Functionally obsoleteGoodGoodSatisfactory20000
February 199771.4Functionally obsoleteGoodGoodGood20000
February 199571.9Functionally obsoleteSatisfactorySatisfactorySatisfactory20000
February 199371.9Functionally obsoleteSatisfactorySatisfactorySatisfactory20000
February 199148.2Structurally deficientSatisfactorySatisfactoryPoor10000