SR 878 over FEC R/R SW70 & SW72 AVE


+25.69556, -80.30944
25°41'44" N, 80°18'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 878 over FEC R/R SW70 & SW72 AVE
Structure number:870559
Location:0.15 miles West of US 1
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Tolls:Yes, on toll road [2]
Length of largest span:103.4 ft. [31.5 m]
Total length:1467.6 ft. [447.3 m]
Roadway width between curbs:92.5 ft. [28.2 m]
Deck width edge-to-edge:95.8 ft. [29.2 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:99°
Owner:State Toll Authority [31]
Year built:1979
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:17
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:44,200 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 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]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:47.2 tons [42.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:92.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201492.8Not deficientSatisfactoryVery GoodGood44200
May 201392.8Not deficientSatisfactoryVery GoodGood44200
July 201192.8Not deficientSatisfactoryVery GoodGood44200
July 200972.0Functionally obsoleteSatisfactoryVery GoodGood44200
November 200791.7Not deficientSatisfactoryVery GoodGood52000
December 200591.7Not deficientSatisfactoryVery GoodGood52000
November 200392.2Not deficientGoodVery GoodVery Good48158
December 200194.1Not deficientGoodVery GoodVery Good35000
December 199994.2Not deficientVery GoodVery GoodVery Good34050
20000.0Not applicable---5000
October 199794.2Not deficientVery GoodVery GoodVery Good34050
June 199590.6Functionally obsoleteVery GoodVery GoodVery Good34050
May 199391.4Functionally obsoleteGoodVery GoodVery Good29234
September 199291.4Functionally obsoleteVery GoodVery GoodVery Good29234
May 199091.4Functionally obsoleteVery GoodVery GoodVery Good29234