+25.78000, -80.18333
25°46'48" N, 80°10'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:875000
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:65.0 ft. [19.8 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 2016 

Status:Open, no restriction [A]
Average daily traffic:7,350 [as of 2014]
Truck traffic:30% 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]
Operating rating:70.7 tons [64.3 metric tons]
Inventory rating:43.8 tons [39.8 metric tons]
Sufficiency rating:80.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201680.6Not deficientGoodGoodGood7350
February 201480.5Not deficientGoodGoodGood7850
February 201280.6Not deficientGoodGoodGood6600
February 201080.5Not deficientGoodGoodGood9150
February 200880.4Not deficientGoodGoodGood9450
January 200880.4Not deficientVery GoodVery GoodVery Good9500
January 200682.3Not deficientVery GoodVery GoodVery Good12000
February 200482.3Not deficientVery GoodVery GoodVery Good11500
December 200182.4Not deficientVery GoodVery GoodVery Good10500
February 200062.9Not deficientVery GoodVery GoodVery Good6400
October 199779.1Not deficientVery GoodVery GoodVery Good9400
September 199579.7Not deficientGoodGoodGood5000
September 199379.7Not deficientGoodSatisfactoryVery Good5000
October 199180.7Not deficientGoodSatisfactoryVery Good5000