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PORT BOULEVARD over INTRACOASTAL WATERWAY

Map

Coordinates:
+25.78000, -80.18333
25°46'48" N, 80°10'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PORT BOULEVARD over INTRACOASTAL WATERWAY
Structure number:875000
Location:PORT BOULEVARD
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:194.9 ft. [59.4 m]
Total length:2521.1 ft. [768.4 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:62.3 ft. [19.0 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1991
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:16
Main spans material:Prestressed concrete continuous [6]
Main spans design:Segmental box girder [21]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,350 [as of 2017]
Truck traffic:7% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances 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: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]
Sufficiency rating:80.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood435080.7
February 2016GoodGoodGoodGood735080.6
February 2014GoodGoodGoodGood785080.5
February 2012GoodGoodGoodGood660080.6
February 2010GoodGoodGoodGood915080.5
February 2008GoodGoodGoodGood945080.4
January 2008GoodVery GoodVery GoodVery Good950080.4
January 2006GoodVery GoodVery GoodVery Good1200082.3
February 2004GoodVery GoodVery GoodVery Good1150082.3
December 2001GoodVery GoodVery GoodVery Good1050082.4
February 2000GoodVery GoodVery GoodVery Good640062.9
October 1997GoodVery GoodVery GoodVery Good940079.1
September 1995GoodGoodGoodGood500079.7
September 1993FairGoodSatisfactoryVery Good500079.7
October 1991FairGoodSatisfactoryVery Good500080.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,5212,5101100
Deck
Reinforced Concrete Decksq. ft.133,989133,983060
Substructure
Reinforced Concrete Columneach1515000
Reinforced Concrete Abutmentlinear ft.105105000
Reinforced Concrete Pile Cap/Footinglinear ft.3052376080
Prestressed Concrete Pileeach113113000
Reinforced Concrete Pier Caplinear ft.413413000
Joints
Assembly with Sealeach159000159
Bearings
Pot Bearingeach5405310
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5,0425,037050
Other Material Bridge Raillinear ft.2,5212,521000