PLEASANT HILL ROAD over S BR KISHWAUKEE RV
Map
Coordinates:
+42.10640, -88.7348842°06'23" N, 88°44'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PLEASANT HILL ROAD over S BR KISHWAUKEE RV |
Structure number: | 019410300000000 |
Old structure number: | 000019410308875 (from 1992 edition) |
Location: | 3275N 1100E |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 46.3 ft. [14.1 m] |
Total length: | 139.8 ft. [42.6 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 25° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1977 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 750 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 82.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Fair | Fair | Satisfactory | 750 | 82.2 |
February 2016 | Fair | Fair | Fair | Satisfactory | 500 | 81.3 |
April 2014 | Fair | Fair | Fair | Satisfactory | 500 | 81.3 |
February 2012 | Fair | Fair | Satisfactory | Fair | 375 | 82.4 |
March 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 375 | 94.4 |
February 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 375 | 94.4 |
January 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 325 | 94.4 |
February 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 325 | 94.4 |
January 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 98.9 |
February 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 98.9 |
February 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 98.9 |
February 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 225 | 98.9 |
February 1994 | Fair | Good | Good | Satisfactory | 225 | 98.9 |
March 1992 | Fair | Good | Good | Satisfactory | 150 | 99.0 |
April 1990 | Good | Very Good | Very Good | Good | 150 | 99.0 |