I 694 SB over UP RR


+44.99333, -92.96008
44°59'36" N, 92°57'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 694 SB over UP RR
Structure number:82805
Location:3.0 MI N OF JCT TH 94
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:57.1 ft. [17.4 m]
Total length:144.7 ft. [44.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1967
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:36,500 [as of 2008]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:55.0 tons [50.0 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:96.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$489,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201596.6Not deficientVery GoodGoodSatisfactory36500
October 201398.0Not deficientVery GoodGoodSatisfactory36500
October 201198.0Not deficientVery GoodSatisfactoryGood36500
December 201098.0Not deficientVery GoodSatisfactoryGood36500
November 200995.0Structurally deficientPoorSatisfactoryGood36500
September 200895.0Structurally deficientPoorSatisfactoryGood35000
August 200795.0Structurally deficientPoorSatisfactoryGood35000
June 200695.0Structurally deficientPoorSatisfactoryGood35000
June 200595.0Structurally deficientPoorSatisfactoryGood35000
February 200595.0Structurally deficientPoorSatisfactoryGood33500
October 200395.0Structurally deficientPoorSatisfactoryGood33500
September 200295.0Structurally deficientPoorSatisfactoryGood26500
September 200071.0Structurally deficientSatisfactoryPoorGood26500
200071.0Structurally deficientSatisfactoryPoorGood31000
June 199871.0Structurally deficientSatisfactoryPoorGood26500
October 199798.0Not deficientSatisfactorySatisfactoryGood26500
December 199698.0Not deficientSatisfactorySatisfactoryGood26500
June 199595.8Not deficientSatisfactoryGoodGood22750
November 199395.8Not deficientSatisfactoryGoodGood22750
October 199298.0Not deficientSatisfactoryGoodGood21000
September 199198.0Not deficientSatisfactoryGoodGood21000