I 94 over Shingle Creek


+45.03369, -93.28691
45°02'01" N, 93°17'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 94 over Shingle Creek
Structure number:27717
Location:2.6 MI S OF JCT TH 694
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:70.9 ft. [21.6 m]
Total length:76.4 ft. [23.3 m]
Roadway width between curbs:149.0 ft. [45.4 m]
Deck width edge-to-edge:156.2 ft. [47.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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:124,000 [as of 2008]
Truck traffic:4% of total traffic
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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201585.0Not deficientGoodGoodGood124000
June 201385.0Not deficientGoodGoodGood124000
August 201185.0Not deficientGoodGoodGood124000
September 200985.0Not deficientGoodGoodGood124000
May 200785.0Not deficientGoodGoodGood126000
April 200685.0Not deficientGoodGoodGood126000
July 200485.0Not deficientGoodGoodGood115000
July 200385.0Not deficientGoodGoodGood115000
August 200284.0Not deficientGoodGoodGood110000
December 200184.0Not deficientGoodGoodGood110000
May 200084.0Not deficientGoodGoodGood110000
200084.0Not deficientGoodGoodGood110000
July 199884.0Not deficientGoodGoodGood110000
August 199783.0Not deficientGoodGoodGood110000
October 199683.0Not deficientGoodGoodGood110000
September 199583.0Not deficientGoodGoodGood107000
July 199483.0Not deficientGoodGoodGood104000
September 199383.0Not deficientGoodGoodGood104000
August 199283.0Not deficientGoodGoodGood96000
October 199183.0Not deficientGoodVery GoodGood96000