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Sub Sec. US1 Bus L over CANAL C-100

Map 

Coordinates:
+25.62361, -80.34333
25°37'25" N, 80°20'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Sub Sec. US1 Bus L over CANAL C-100
Structure number:870786
Location:SW 158 St. Bus Way/US1
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.6 ft. [8.4 m]
Total length:80.4 ft. [24.5 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Owner:County Highway Agency [02]
Year built:1995
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2014]
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:Superior to present desirable criteria [9]
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:66.9 tons [60.8 metric tons]
Inventory rating:40.2 tons [36.5 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 2014100.0Not deficientGoodGoodGood1500
April 2012100.0Not deficientGoodGoodGood1500
April 2010100.0Not deficientGoodGoodGood1500
April 2008100.0Not deficientGoodGoodGood1500
April 2006100.0Not deficientVery GoodVery GoodVery Good1500
March 2004100.0Not deficientVery GoodVery GoodVery Good1500
January 2002100.0Not deficientVery GoodVery GoodVery Good1500
January 2000100.0Not deficientVery GoodVery GoodVery Good1500
January 1998100.0Not deficientVery GoodVery GoodVery Good1500
October 1995100.0Not deficient----