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Riverside Ave over I 94

Map 

Coordinates:
+44.96420, -93.23315
44°57'51" N, 93°13'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Riverside Ave over I 94
Structure number:9421
Location:0.9 MI SE OF JCT TH 55
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:115.2 ft. [35.1 m]
Total length:349.8 ft. [106.6 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]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1962
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 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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:5,700 [as of 2005]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:63.0 tons [57.3 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$255,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201467.0Functionally obsoleteGoodSatisfactoryFair5700
August 201278.0Functionally obsoleteGoodSatisfactorySatisfactory5700
July 201078.0Functionally obsoleteGoodSatisfactorySatisfactory5700
October 200878.0Functionally obsoleteGoodSatisfactorySatisfactory5700
November 200780.0Not deficientGoodSatisfactorySatisfactory5700
October 200680.0Not deficientGoodSatisfactorySatisfactory5700
December 200580.0Not deficientGoodSatisfactorySatisfactory6600
November 200480.0Not deficientVery GoodSatisfactorySatisfactory6600
December 200350.0Structurally deficientPoorPoorFair7000
August 200250.0Structurally deficientPoorPoorFair7000
June 200150.0Structurally deficientPoorPoorFair7000
October 199966.0Structurally deficientPoorFairFair7000
July 199866.0Structurally deficientPoorFairFair7000
December 199662.9Functionally obsoleteVery GoodSatisfactoryFair13600
September 199567.1Not deficientVery GoodGoodFair7700
October 199467.1Not deficientVery GoodGoodFair7700
October 199367.2Not deficientVery GoodGoodFair6900
November 199263.4Structurally deficientPoorGoodFair6870
July 199163.5Structurally deficientPoorSatisfactoryFair5800