25TH Ave S over I 94


+44.96424, -93.23617
44°57'51" N, 93°14'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:25TH Ave S over I 94
Structure number:9420
Location:0.8 MI SE OF JCT TH 55
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:59.1 ft. [18.0 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1994
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:9,900 [as of 2005]
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.4 tons [56.7 metric tons]
Inventory rating:37.3 tons [33.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201478.0Functionally obsoleteGoodGoodGood9900
August 201278.0Functionally obsoleteGoodGoodGood9900
July 201078.0Functionally obsoleteGoodGoodGood9900
October 200878.0Functionally obsoleteGoodGoodGood9900
November 200780.0Not deficientGoodGoodGood9900
October 200680.0Not deficientGoodGoodGood9900
December 200580.0Not deficientGoodGoodGood9500
August 200480.0Not deficientGoodSatisfactoryGood9500
November 200380.0Not deficientGoodSatisfactoryGood10400
August 200280.0Not deficientGoodSatisfactoryGood10400
June 200180.0Not deficientGoodSatisfactoryGood10400
October 199980.0Not deficientVery GoodSatisfactoryGood10400
July 199880.0Not deficientVery GoodSatisfactoryGood10400
December 199674.1Functionally obsoleteVery GoodSatisfactoryGood14000
September 199577.7Not deficientVery GoodSatisfactoryGood13400
October 199477.7Not deficientVery GoodSatisfactoryGood13400
October 199377.7Not deficientVery GoodSatisfactoryGood13400
November 199274.6Structurally deficientPoorSatisfactoryGood13400
July 199174.6Structurally deficientPoorSatisfactoryGood13400