SR-989 (112 AVE) over BLACK CREEK CANAL C-1-N


+25.56944, -80.37222
25°34'10" N, 80°22'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR-989 (112 AVE) over BLACK CREEK CANAL C-1-N
Structure number:870615
Location:0.4Ml E of US-1
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:31.2 ft. [9.5 m]
Total length:92.2 ft. [28.1 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2008
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:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:31,000 [as of 2014]
Truck traffic:5% 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]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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 determined to be stable for assessed or calculated scour condition. [5]
Operating rating:72.8 tons [66.2 metric tons]
Inventory rating:43.7 tons [39.7 metric tons]
Sufficiency rating:77.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201577.6Not deficientGoodGoodGood31000
April 201377.6Not deficientGoodGoodGood30500
April 201177.3Not deficientGoodGoodGood32500
April 200974.7Not deficientGoodGoodGood30000
May 200774.5Not deficientGoodGoodGood31500
June 200575.7Not deficientGoodGoodGood24500
June 200375.8Not deficientGoodGoodGood24000
June 200177.0Not deficientGoodGoodGood17300
July 199976.2Not deficientGoodGoodGood21800
July 199777.4Not deficientVery GoodGoodVery Good14999
July 199577.2Not deficientVery GoodVery GoodVery Good14999
August 199377.2Not deficient-GoodVery Good14999
July 199177.2Not deficient-GoodVery Good14999