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SR913 WB TO US1 SB over S MIAMI AVE & SW 26 RD

Map 

Coordinates:
+25.75139, -80.20472
25°45'05" N, 80°12'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR913 WB TO US1 SB over S MIAMI AVE & SW 26 RD
Structure number:870163
Location:S MIAMI AVE & SW 26 RD
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:160.1 ft. [48.8 m]
Total length:274.9 ft. [83.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1970
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:4,900 [as of 2014]
Truck traffic:9% 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:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.7 tons [77.0 metric tons]
Inventory rating:50.8 tons [46.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201494.0Functionally obsoleteGoodGoodGood4900
April 201294.1Functionally obsoleteGoodGoodGood4700
April 201094.6Functionally obsoleteGoodGoodGood2000
April 200894.6Functionally obsoleteGoodGoodGood2000
April 200697.6Not deficientGoodGoodGood2000
April 200496.9Not deficientVery GoodGoodGood2000
March 200292.7Functionally obsoleteVery GoodGoodGood46500
January 200092.7Functionally obsoleteVery GoodGoodGood46500
February 199892.7Functionally obsoleteVery GoodGoodGood45500
February 199691.5Functionally obsoleteVery GoodGoodVery Good44200
February 199492.5Functionally obsoleteGoodSatisfactoryVery Good44200
February 199292.5Functionally obsoleteGoodVery GoodVery Good44200