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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 2015 

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:73.7 tons [67.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$339,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201579.8Functionally obsoleteGoodGoodGood6800
May 201479.8Functionally obsoleteGoodGoodGood6800
June 201379.8Functionally obsoleteGoodGoodGood6635
July 201279.8Functionally obsoleteGoodGoodGood6635
June 201179.8Functionally obsoleteGoodGoodGood6635
May 201079.8Functionally obsoleteGoodGoodGood6635
May 200977.8Functionally obsoleteGoodGoodGood6635
June 200877.8Functionally obsoleteGoodVery GoodVery Good6635
June 200779.8Functionally obsoleteGoodVery GoodVery Good6900
May 200679.8Functionally obsoleteGoodVery GoodVery Good6400
June 200579.8Functionally obsoleteGoodVery GoodVery Good6400
June 200479.8Functionally obsoleteGoodVery GoodVery Good6400
May 200379.5Functionally obsoleteGoodVery GoodExcellent8200
July 200279.4Functionally obsoleteGoodVery GoodExcellent8800
May 200179.4Functionally obsoleteGoodVery GoodExcellent8800
April 200076.4Functionally obsoleteGoodVery GoodExcellent8800
200076.4Functionally obsoleteGoodVery GoodExcellent8800
May 199876.4Functionally obsoleteGoodVery GoodVery Good8800
May 199775.4Functionally obsoleteGoodVery GoodVery Good8800
July 199675.4Functionally obsoleteGoodVery GoodVery Good8770
May 199575.3Functionally obsoleteGoodVery GoodVery Good8770
June 199475.3Functionally obsoleteGoodVery GoodVery Good8600
July 199374.3Functionally obsoleteVery GoodVery GoodVery Good8600
October 199274.3Functionally obsoleteGoodGoodVery Good8600
May 199276.4Not deficientGoodGoodVery Good8600