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CASS STREET over HILLSBOROUGH RIVER

Map

Coordinates:
+27.95028, -82.46444
27°57'01" N, 82°27'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CASS STREET over HILLSBOROUGH RIVER
Structure number:105502
Location:DOWNTOWN TAMPA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:115.2 ft. [35.1 m]
Total length:505.6 ft. [154.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:12.8 ft. [3.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1927
Year reconstructed:1949
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:5,950 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:47.0 tons [42.7 metric tons]
Inventory rating:28.3 tons [25.7 metric tons]
Sufficiency rating:66.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201566.6FairSatisfactorySatisfactorySatisfactoryFO5950
March 201366.6FairSatisfactorySatisfactorySatisfactoryFO5950
March 201165.8FairSatisfactorySatisfactorySatisfactoryFO12000
March 200945.5PoorSatisfactorySatisfactoryPoorSD12000
March 200745.5PoorSatisfactorySatisfactoryPoorSD12000
March 200565.8FairSatisfactorySatisfactorySatisfactoryFO12000
March 200359.0FairSatisfactorySatisfactorySatisfactoryFO12000
March 200158.3FairSatisfactorySatisfactorySatisfactoryFO9950
March 199965.9FairSatisfactorySatisfactorySatisfactoryFO9950
September 199764.7FairGoodSatisfactorySatisfactoryFO9950
March 199564.6FairGoodSatisfactorySatisfactoryFO9950
March 199355.0FairGoodSatisfactorySatisfactoryFO9500
March 199255.0FairSatisfactoryGoodGoodFO9500
March 199155.0FairSatisfactoryGoodGoodFO9500