TR70 SCOTTSCHOOL R over WEST FORK NETTLE CR
Map
Coordinates:
+41.40889, -88.5188041°24'32" N, 88°31'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TR70 SCOTTSCHOOL R over WEST FORK NETTLE CR |
Structure number: | 032363600000000 |
Old structure number: | 000032363607428 (from 1992 edition) |
Location: | .18 MI S HOGE RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 104.0 ft. [31.7 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Skew angle: | 15° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1981 |
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: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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 desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 85.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Satisfactory | Fair | 150 | 85.9 |
October 2016 | Fair | Good | Good | Fair | 150 | 85.9 |
October 2014 | Fair | Good | Good | Satisfactory | 150 | 96.9 |
October 2012 | Fair | Very Good | Good | Satisfactory | 150 | 98.9 |
October 2010 | Fair | Very Good | Very Good | Satisfactory | 150 | 98.9 |
October 2008 | Fair | Very Good | Very Good | Satisfactory | 225 | 98.9 |
September 2006 | Fair | Very Good | Very Good | Satisfactory | 225 | 98.9 |
November 2004 | Fair | Very Good | Very Good | Satisfactory | 125 | 98.9 |
November 2002 | Fair | Very Good | Very Good | Satisfactory | 125 | 98.9 |
December 2000 | Fair | Very Good | Very Good | Satisfactory | 200 | 98.9 |
November 1998 | Fair | Very Good | Very Good | Satisfactory | 200 | 98.9 |
October 1994 | Good | Very Good | Very Good | Very Good | 150 | 98.4 |
November 1992 | Good | Very Good | Very Good | Very Good | 150 | 98.4 |
August 1990 | Good | Very Good | Very Good | Very Good | 150 | 98.4 |