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I 94 W Frontage Rd over Bassett Creek

Map 

Coordinates:
+44.98167, -93.29000
44°58'54" N, 93°17'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 94 W Frontage Rd over Bassett Creek
Structure number:93483
Location:0.2 MI N OF JCT TH 55
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:10.2 ft. [3.1 m]
Total length:24.0 ft. [7.3 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:6,400 [as of 1994]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.1 tons [39.2 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Sufficiency rating:82.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201482.6Not deficient---6400
November 201382.6Not deficient---6400
November 201282.6Not deficient---6400
November 201182.6Not deficient---6400
November 201082.6Not deficient---6400
November 200982.6Not deficient---6400
November 200881.6Not deficient---6400
November 200781.6Not deficient---6400
July 200681.6Not deficient---6400
November 200581.6Not deficient---6400
October 200381.6Not deficient---6400
October 200277.5Functionally obsolete---6400
December 200077.3Functionally obsolete---6400
October 199977.3Functionally obsolete---6400
February 199877.3Functionally obsolete---6400
March 199778.4Functionally obsolete---6400
March 199678.2Not deficient---6400
April 199478.2Not deficient---6400
September 199078.2Not deficient---6400