I 94 E Frontage Rd over Bassett Creek


+44.98500, -93.28667
44°59'06" N, 93°17'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 94 E Frontage Rd over Bassett Creek
Structure number:91334
Location:0.2 MI N OF JCT TH 55
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1915
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Masonry [8]
Main span 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:9,400 [as of 2008]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:32.3 tons [29.4 metric tons]
Inventory rating:21.6 tons [19.6 metric tons]
Sufficiency rating:66.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$24,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201466.7Not deficient---9400
November 201366.7Not deficient---9400
November 201266.7Not deficient---9400
November 201166.7Not deficient---9400
November 201066.7Not deficient---9400
November 200966.7Not deficient---9400
November 200865.7Not deficient---9300
November 200765.7Not deficient---9300
July 200663.7Not deficient---9300
November 200563.7Not deficient---9300
October 200463.7Not deficient---9300
October 200363.7Not deficient---9300
October 200263.7Not deficient---9300
November 200063.3Not deficient---9300
November 199963.3Not deficient---9300
February 199863.3Not deficient---9300
August 199764.1Not deficient---9300
March 199764.1Not deficient---9300
March 199661.7Not deficient---9300
April 199461.7Not deficient---9300
September 199061.7Not deficient---9300