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LAUREL STREET over HILLSBOROUGH RIVER

Map

Coordinates:
+27.95444, -82.46528
27°57'16" N, 82°27'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LAUREL STREET over HILLSBOROUGH RIVER
Structure number:105503
Location:DOWNTOWN TAMPA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:99.4 ft. [30.3 m]
Total length:365.8 ft. [111.5 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance above deck:19.7 ft. [6.0 m]
Vertical clearance below bridge:11.8 ft. [3.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1926
Year reconstructed:1969
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:5,240 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 but in a deteriorated condition [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:47.4 tons [43.1 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:61.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201561.9FairSatisfactoryFairFair-5240
March 201361.9FairSatisfactoryFairFair-5240
March 201159.9FairSatisfactoryFairFairFO5240
March 200959.9FairSatisfactoryFairFairFO5240
March 200771.0FairSatisfactorySatisfactorySatisfactoryFO5240
March 200571.0FairSatisfactorySatisfactorySatisfactoryFO5240
March 200371.0FairSatisfactorySatisfactorySatisfactoryFO5240
March 200170.0FairSatisfactorySatisfactorySatisfactoryFO5240
March 199970.7FairSatisfactorySatisfactorySatisfactoryFO5240
September 199770.6FairSatisfactorySatisfactorySatisfactoryFO5240
March 199570.5FairSatisfactorySatisfactorySatisfactoryFO5240
March 199370.6FairSatisfactorySatisfactorySatisfactoryFO5000
March 199270.6FairSatisfactorySatisfactorySatisfactoryFO5000
March 199170.6FairSatisfactorySatisfactorySatisfactoryFO5000