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CSAH 36(UNIV AV) over BNSF RR

Map 

Coordinates:
+44.97981, -93.23722
44°58'47" N, 93°14'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CSAH 36(UNIV AV) over BNSF RR
Structure number:27A22
Location:0.4 MI SE OF JCT TH 35W
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:63.0 ft. [19.2 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:79.7 ft. [24.3 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:53°
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:22,501 [as of 2008]
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.1 tons [63.7 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:76.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201576.2FairSatisfactoryGoodGoodFO22501
September 201376.2FairSatisfactoryGoodGoodFO22501
September 201176.2GoodGoodVery GoodVery GoodFO22501
September 200976.2GoodGoodVery GoodVery GoodFO22501
December 200777.0GoodGoodVery GoodVery GoodFO16200
November 200577.1GoodGoodVery GoodVery GoodFO15500
November 200376.7GoodGoodExcellentExcellent-18200
December 200276.7GoodGoodExcellentExcellent-18200
November 200180.8GoodGoodExcellentExcellent-18400
September 200075.7GoodGoodExcellentExcellent-18400
September 199975.7GoodGoodExcellentExcellent-18400
December 199875.7GoodGoodExcellentExcellent-18400
November 199775.9GoodGoodExcellentExcellent-18400
September 199675.6GoodExcellentExcellentExcellent-21800