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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201577.6GoodGoodGoodGood-31000
April 201377.6GoodGoodGoodGood-30500
April 201177.3GoodGoodGoodGood-32500
April 200974.7GoodGoodGoodGood-30000
May 200774.5GoodGoodGoodGood-31500
June 200575.7GoodGoodGoodGood-24500
June 200375.8GoodGoodGoodGood-24000
June 200177.0GoodGoodGoodGood-17300
July 199976.2GoodGoodGoodGood-21800
July 199777.4GoodVery GoodGoodVery Good-14999
July 199577.2GoodVery GoodVery GoodVery Good-14999
August 199377.2Good-GoodVery Good-14999
July 199177.2Good-GoodVery Good-14999