STH 181-S 84TH ST over HONEY CREEK
Map
Coordinates:
+43.02942, -88.0173143°01'46" N, 88°01'02" W
Facts
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 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,595 [as of 2016] |
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] |
Sufficiency rating: | 62.3 |
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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Poor | Poor | Fair | 26595 | 62.3 |
July 2017 | Poor | Poor | Poor | Fair | 26595 | 62.3 |
July 2016 | Poor | Poor | Poor | Fair | 17798 | 64.8 |
July 2015 | Poor | Poor | Poor | Fair | 17798 | 64.8 |
July 2014 | Poor | Poor | Poor | Fair | 17280 | 65.0 |
July 2012 | Fair | Fair | Fair | Fair | 17280 | 81.2 |
July 2010 | Poor | Poor | Poor | Fair | 16150 | 51.0 |
July 2008 | Poor | Poor | Poor | Fair | 16150 | 52.0 |
June 2006 | Poor | Poor | Poor | Poor | 16150 | 52.0 |
June 2004 | Poor | Poor | Poor | Poor | 16150 | 52.0 |
June 2002 | Poor | Poor | Poor | Poor | 16150 | 52.0 |
July 2000 | Poor | Poor | Poor | Poor | 18800 | 52.0 |
April 1998 | Poor | Poor | Poor | Poor | 12670 | 52.0 |
November 1996 | Poor | Poor | Poor | Poor | 12670 | 52.0 |
July 1994 | Poor | Poor | Poor | Poor | 12670 | 52.0 |
March 1992 | Poor | Poor | Poor | Poor | 11420 | 52.4 |
August 1990 | Poor | Poor | Poor | Poor | 11420 | 52.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 204 | 176 | 20 | 8 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 258 | 246 | 12 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,225 | 2,933 | 82 | 210 | 0 |
Wearing Surfaces | sq. ft. | 1,680 | 1,483 | 197 | 0 | 0 |