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2nd AVE S over MIDTOWN GREENWAY

Map 

Coordinates:
+44.95028, -93.27406
44°57'01" N, 93°16'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:2nd AVE S over MIDTOWN GREENWAY
Structure number:27648
Location:0.1 MI N OF LAKE ST
Purpose:Carries highway and pedestrian walkway over pedestrian/bicycle trail
Route classification:Local (Urban) [19]
Length of largest span:74.2 ft. [22.6 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:22°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:3
Main spans material:Steel [3]
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:4,520 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.7 tons [65.2 metric tons]
Inventory rating:43.0 tons [39.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$120,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201580.5Functionally obsoleteSatisfactorySatisfactoryGood4520
May 201480.5Functionally obsoleteSatisfactorySatisfactoryGood4520
July 201380.5Functionally obsoleteGoodGoodGood3850
July 201280.5Functionally obsoleteGoodVery GoodVery Good3850
June 201180.5Functionally obsoleteGoodVery GoodVery Good3850
May 201080.5Functionally obsoleteGoodVery GoodVery Good3850
May 200978.5Functionally obsoleteGoodVery GoodVery Good3850
June 200878.5Functionally obsoleteGoodVery GoodVery Good3826
May 200780.5Functionally obsoleteGoodVery GoodVery Good4100
June 200680.5Functionally obsoleteGoodVery GoodVery Good4100
June 200580.5Functionally obsoleteGoodVery GoodVery Good3800
June 200480.5Functionally obsoleteGoodVery GoodVery Good3800
May 200380.5Functionally obsoleteGoodVery GoodVery Good3800
July 200280.5Functionally obsoleteGoodVery GoodVery Good4000
May 200180.5Functionally obsoleteGoodVery GoodVery Good4000
April 200079.5Functionally obsoleteGoodVery GoodVery Good4000
200079.6Functionally obsoleteGoodVery GoodVery Good3100
May 199879.6Functionally obsoleteGoodVery GoodVery Good3100
May 199778.8Functionally obsoleteGoodVery GoodVery Good2800
July 199678.8Functionally obsoleteGoodVery GoodVery Good2800
May 199578.7Functionally obsoleteGoodVery GoodVery Good2830
June 199478.6Functionally obsoleteGoodVery GoodVery Good4410
July 199378.6Functionally obsoleteVery GoodVery GoodVery Good4410
June 199286.3Functionally obsoleteVery GoodVery GoodVery Good2650