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LYNDALE AVE N (SB) over BNSF RR

Map

Coordinates:
+44.97782, -93.28727
44°58'40" N, 93°17'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LYNDALE AVE N (SB) over BNSF RR
Structure number:27725
Location:0.1 MI S OF GLENWOOD AVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:145.7 ft. [44.4 m]
Total length:536.1 ft. [163.4 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
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:5
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,800 [as of 2013]
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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:73.6 tons [66.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:79.8
Estimated cost of work:$339,000,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201679.8GoodGoodGoodGoodFO6800
May 201579.8GoodGoodGoodGoodFO6800
May 201479.8GoodGoodGoodGoodFO6800
June 201379.8GoodGoodGoodGoodFO6635
July 201279.8GoodGoodGoodGoodFO6635
June 201179.8GoodGoodGoodGoodFO6635
May 201079.8GoodGoodGoodGoodFO6635
May 200977.8GoodGoodGoodGoodFO6635
June 200877.8GoodGoodVery GoodVery GoodFO6635
June 200779.8GoodGoodVery GoodVery GoodFO6900
May 200679.8GoodGoodVery GoodVery GoodFO6400
June 200579.8GoodGoodVery GoodVery GoodFO6400
June 200479.8GoodGoodVery GoodVery GoodFO6400
May 200379.5GoodGoodVery GoodExcellentFO8200
July 200279.4GoodGoodVery GoodExcellentFO8800
May 200179.4GoodGoodVery GoodExcellentFO8800
April 200076.4GoodGoodVery GoodExcellentFO8800
April 199976.4GoodGoodVery GoodExcellentFO8800
May 199876.4GoodGoodVery GoodVery GoodFO8800
May 199775.4GoodGoodVery GoodVery GoodFO8800
July 199675.4GoodGoodVery GoodVery GoodFO8770
May 199575.3GoodGoodVery GoodVery GoodFO8770
June 199475.3GoodGoodVery GoodVery GoodFO8600
July 199374.3GoodVery GoodVery GoodVery GoodFO8600
October 199274.3GoodGoodGoodVery GoodFO8600
May 199276.4GoodGoodGoodVery Good-8600