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COMP SR-7 over I-95 RAMPS NW 36 ST

Map 

Coordinates:
+25.81361, -80.20667
25°48'49" N, 80°12'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COMP SR-7 over I-95 RAMPS NW 36 ST
Structure number:870023
Location:NW 36 ST INTERCHANGE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:63.7 ft. [19.4 m]
Total length:352.4 ft. [107.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:65.3 ft. [19.9 m]
Vertical clearance above deck:24.0 ft. [7.3 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1960
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:7
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:19,500 [as of 2013]
Truck traffic:3% 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:92.2 tons [83.8 metric tons]
Inventory rating:55.3 tons [50.3 metric tons]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201481.0Not deficientGoodGoodGood19500
September 201281.0Not deficientGoodGoodGood20500
September 201081.0Not deficientGoodGoodGood23500
September 200881.0Not deficientGoodGoodGood21000
September 200681.0Not deficientGoodVery GoodVery Good23000
August 200481.0Not deficientGoodVery GoodVery Good19000
October 200181.0Not deficientGoodVery GoodVery Good21000
November 199981.0Not deficientGoodVery GoodVery Good21000
September 199781.0Not deficientGoodVery GoodVery Good26190
November 199579.0Functionally obsoleteGoodGoodGood26190
December 199381.0Not deficientGoodVery GoodVery Good26190
December 199181.0Not deficientGoodVery GoodVery Good26190
January 199081.0Not deficientGoodVery GoodVery Good26190