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SR-9 (NW 27th AVE) over NORTH FORK RIVER

Map 

Coordinates:
+25.79139, -80.23944
25°47'29" N, 80°14'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-9 (NW 27th AVE) over NORTH FORK RIVER
Structure number:870730
Location:200' S. Of Miami River
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:43,000 [as of 2013]
Truck traffic:4% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:74.4 tons [67.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201481.0Functionally obsoleteGoodGoodGood43000
April 2012100.0Not deficientGoodGoodGood52500
April 201081.0Functionally obsoleteGoodGoodGood58500
April 200881.0Functionally obsoleteGoodGoodGood56500
May 200681.0Functionally obsoleteVery GoodVery GoodVery Good53500
June 200481.0Functionally obsoleteVery GoodVery GoodVery Good53500