SR-826 NB (870112) over US-41(SR-90) SW 8TH ST


+25.76222, -80.32056
25°45'44" N, 80°19'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR-826 NB (870112) over US-41(SR-90) SW 8TH ST
Structure number:870267
Location:SR-826 & US-41
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:56.4 ft. [17.2 m]
Total length:363.5 ft. [110.8 m]
Roadway width between curbs:79.1 ft. [24.1 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed: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: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:Bituminous [6]

Latest Available Inspection: May 2016 

Status:Open, no restriction [A]
Average daily traffic:79,500 [as of 2015]
Truck traffic:6% 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:59.2 tons [53.8 metric tons]
Inventory rating:35.5 tons [32.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201690.1Functionally obsoleteGoodGoodGood79500
May 201490.1Not deficientGoodGoodGood79250
May 201289.8Not deficientGoodGoodGood85250
May 201089.7Not deficientGoodGoodGood87750
May 200891.5Not deficientGoodGoodGood94000
May 200789.1Not deficientGoodGoodGood100000
May 200581.5Functionally obsoleteGoodGoodGood100000
May 200381.1Functionally obsoleteGoodGoodGood108500
June 200186.8Functionally obsoleteGoodGoodGood101000
August 200187.9Functionally obsoleteGoodGoodGood79750
September 199987.0Functionally obsoleteExcellentExcellentExcellent97900
May 199786.4Not deficientGoodGoodGood89000
May 199587.1Not deficientGoodGoodVery Good89000
April 199387.2Not deficientGoodGoodGood87861
May 199187.2Not deficientGoodGoodGood87861