Share:

BAYSHORE BLVD. over CRAYFISH CANAL

Map

Coordinates:
+27.86417, -82.48861
27°51'51" N, 82°29'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BAYSHORE BLVD. over CRAYFISH CANAL
Structure number:105622
Location:0.1 MILE N OF MACDILL AFB
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.8 ft. [10.9 m]
Total length:35.8 ft. [10.9 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Posted for other load-capacity restriction [R]
Average daily traffic:10,000 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:51.5 tons [46.8 metric tons]
Inventory rating:40.8 tons [37.1 metric tons]
Sufficiency rating:75.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201775.2GoodGoodGoodGoodFO10000
February 201575.2GoodGoodGoodGoodFO10000
February 201375.2GoodGoodGoodGoodFO10000
February 201175.2GoodGoodGoodGoodFO10000
February 200975.8GoodGoodGoodGoodFO10000
February 200775.8GoodGoodGoodGoodFO10000
February 200576.8GoodGoodGoodGoodFO10000
February 200376.8GoodGoodGoodGoodFO10000
February 200176.8GoodGoodGoodGoodFO10000
February 199976.2GoodGoodGoodGoodFO10000
January 199777.6GoodGoodGoodGoodFO7600
January 199581.1FairSatisfactorySatisfactorySatisfactory-7600
February 199378.2FairSatisfactorySatisfactorySatisfactoryFO7000
February 199181.2FairGoodGoodSatisfactoryFO7000