Biscayne Blvd SR5 over LITTLE RIVER CANAL C-7


+25.84654, -80.18460
25°50'48" N, 80°11'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Biscayne Blvd SR5 over LITTLE RIVER CANAL C-7
Structure number:870002
Location:0.13M S OF NE 79 ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:37.1 ft. [11.3 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:53.8 ft. [16.4 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1996
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40,000 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodVery GoodVery Good4000069.3
October 2014GoodGoodGoodGood4100069.0
October 2012GoodGoodGoodGood3750070.0
December 2010GoodGoodGoodGood4150066.8
December 2008GoodGoodGoodGood3250069.5
October 2007GoodVery GoodVery GoodVery Good3050070.1
October 2005GoodVery GoodVery GoodVery Good4900066.0
October 2003GoodVery GoodVery GoodVery Good4550060.0
November 2001GoodVery GoodVery GoodVery Good3850062.6
November 1999GoodVery GoodVery GoodVery Good3448963.9
April 1997GoodVery GoodVery GoodVery Good3448960.6
May 1995GoodGoodGoodGood3448957.2
March 1993GoodGoodGoodGood3448957.2
April 1991FairSatisfactoryVery GoodGood3448957.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.138130800
Reinforced Concrete Abutmentlinear ft.138134130
Reinforced Concrete Pier Caplinear ft.138136200
Pourable Jointlinear ft.1381162200
Bridge Rail
Other Material Bridge Raillinear ft.172172000
Reinforced Concrete Slabsq. ft.6,0136,013000