CTH G over S BR PESHTIGO RIVER
Map
Coordinates:
+45.65564, -88.8106145°39'20" N, 88°48'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH G over S BR PESHTIGO RIVER |
Structure number: | P21091100000000 |
Location: | 3.6M E JCT STH 32 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 13.1 ft. [4.0 m] |
Total length: | 47.9 ft. [14.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 685 [as of 2015] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 57.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $272,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
August 2018 | Poor | 4 out of 10 | 685 | 57.2 |
August 2017 | Poor | 4 out of 10 | 685 | 57.2 |
August 2016 | Poor | 4 out of 10 | 685 | 57.2 |
August 2014 | Fair | 5 out of 10 | 675 | 81.1 |
August 2012 | Fair | 5 out of 10 | 675 | 79.1 |
September 2010 | Fair | 6 out of 10 | 650 | 89.2 |
September 2008 | Fair | 6 out of 10 | 650 | 89.2 |
September 2006 | Fair | 6 out of 10 | 650 | 89.2 |
September 2004 | Fair | 5 out of 10 | 650 | 78.2 |
August 2002 | Fair | 6 out of 10 | 650 | 89.2 |
September 2000 | Fair | 6 out of 10 | 460 | 89.3 |
October 1998 | Fair | 6 out of 10 | 460 | 89.3 |
October 1996 | Fair | 6 out of 10 | 460 | 89.3 |
September 1994 | Fair | 6 out of 10 | 460 | 89.3 |
September 1992 | Fair | 6 out of 10 | 460 | 89.3 |
August 1990 | Fair | 6 out of 10 | 460 | 89.3 |