Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:STH 181-S 84TH ST over HONEY CREEK
Structure number:B40098600000000
Location:0.2M N JCT IH 94 TO E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:107.6 ft. [32.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1934
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:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:17,798 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:64.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$328,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201564.8Structurally deficientPoorPoorFair17798
July 201465.0Structurally deficientPoorPoorFair17280
July 201281.2Not deficientFairFairFair17280
July 201051.0Structurally deficientPoorPoorFair16150
July 200852.0Structurally deficientPoorPoorFair16150
June 200652.0Structurally deficientPoorPoorPoor16150
June 200452.0Structurally deficientPoorPoorPoor16150
June 200252.0Structurally deficientPoorPoorPoor16150
July 200052.0Structurally deficientPoorPoorPoor18800
April 199852.0Structurally deficientPoorPoorPoor12670
November 199652.0Structurally deficientPoorPoorPoor12670
July 199452.0Structurally deficientPoorPoorPoor12670
March 199252.4Structurally deficientPoorPoorPoor11420
August 199052.4Structurally deficientPoorPoorPoor11420