Share:

US-41/US-301 over MANATEE RIVER 2ND ST E

Map

Coordinates:
+27.50359, -82.56306
27°30'13" N, 82°33'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-41/US-301 over MANATEE RIVER 2ND ST E
Structure number:130053
Location:0.6 MI NORTH OF SR-64
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:105.0 ft. [32.0 m]
Total length:2234.4 ft. [681.0 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:64,500 [as of 2016]
Truck traffic:6% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:75.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$75,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactorySatisfactorySatisfactory6450075.2
January 2016FairSatisfactorySatisfactorySatisfactory5750075.6
January 2014FairSatisfactorySatisfactorySatisfactory5400076.8
January 2012FairSatisfactorySatisfactorySatisfactory5750076.6
January 2010FairSatisfactorySatisfactorySatisfactory6100076.4
January 2008FairSatisfactorySatisfactorySatisfactory5600069.0
January 2006FairSatisfactoryGoodGood6400060.0
January 2004FairSatisfactoryGoodGood5250062.3
August 2003FairSatisfactoryGoodGood5600061.6
August 2001FairSatisfactoryGoodGood5550063.5
June 1999FairSatisfactoryGoodGood4950062.7
October 1997GoodGoodGoodGood4450063.6
July 1995GoodGoodGoodGood2700064.7
August 1993GoodGoodGoodGood2191363.6
June 1991FairGoodGoodSatisfactory2191365.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,97601,97600
Steel Protective Coatingsq. ft.15,808015,80800
Prestressed Concrete Girder/Beamlinear ft.19,86219,588971770
Deck
Reinforced Concrete Decksq. ft.138,527106,98031,3362110
Wearing Surfacessq. ft.17,04917,049000
Substructure
Reinforced Concrete Columneach96840120
Reinforced Concrete Abutmentlinear ft.1441291500
Reinforced Concrete Pile Cap/Footinglinear ft.84606481980
Reinforced Concrete Pileeach48645620100
Reinforced Concrete Pier Caplinear ft.1,8701,8480220
Joints
Pourable Jointlinear ft.1,0541,0400140
Compression Jointlinear ft.8067822400
Bearings
Movable Bearingeach316003160
Steel Protective Coatingsq. ft.632006320
Fixed Bearingeach316003160
Steel Protective Coatingsq. ft.632006320
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6,7036,6564160