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SR - 953 over Tamiami Canal C-4

Map 

Coordinates:
+25.79333, -80.26500
25°47'36" N, 80°15'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR - 953 over Tamiami Canal C-4
Structure number:870992
Location:.36 M N OF NW 18 ST
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:66°
Owner:State Highway Agency [01]
Year built:2007
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: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:21,750 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:72.6 tons [66.0 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201483.0Not deficientExcellentExcellentExcellent21750
May 201283.0Not deficientExcellentExcellentExcellent24000
May 201083.0Not deficientExcellentExcellentExcellent63000
May 2008100.0Not deficientExcellentExcellentExcellent42730