USH 8 over PESHTIGO RIVER
Map
Coordinates:
+45.65550, -88.6481745°39'20" N, 88°38'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | USH 8 over PESHTIGO RIVER |
Structure number: | B21001000000000 |
Location: | 0.8M E JCT CTH G |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 95.1 ft. [29.0 m] |
Total length: | 98.4 ft. [30.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,200 [as of 2015] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 82.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Satisfactory | Good | 2200 | 82.8 |
May 2015 | Fair | Satisfactory | Satisfactory | Good | 1700 | 85.9 |
May 2013 | Fair | Satisfactory | Good | Good | 1700 | 86.9 |
May 2011 | Fair | Satisfactory | Very Good | Very Good | 1700 | 86.9 |
May 2009 | Fair | Satisfactory | Very Good | Very Good | 2000 | 85.1 |
May 2007 | Good | Good | Very Good | Very Good | 2680 | 82.5 |
May 2005 | Good | Good | Very Good | Very Good | 2680 | 82.5 |
June 2003 | Good | Good | Very Good | Very Good | 2680 | 82.5 |
October 2001 | Good | Good | Very Good | Very Good | 1470 | 88.2 |
November 1999 | Good | Good | Very Good | Very Good | 1470 | 86.2 |
July 1998 | Good | Good | Very Good | Very Good | 1470 | 86.2 |
August 1997 | Good | Good | Very Good | Very Good | 1470 | 86.2 |
September 1996 | Good | Good | Good | Very Good | 1470 | 86.2 |
August 1995 | Good | Good | Good | Very Good | 1470 | 86.4 |
July 1994 | Good | Good | Very Good | Good | 1470 | 86.4 |
June 1993 | Good | Good | Very Good | Good | 1800 | 84.3 |
August 1992 | Fair | Satisfactory | Very Good | Satisfactory | 1800 | 84.3 |
September 1991 | Fair | Satisfactory | Very Good | Satisfactory | 1800 | 84.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 393 | 389 | 0 | 4 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,236 | 4,231 | 5 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 85 | 73 | 3 | 9 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 196 | 193 | 3 | 0 | 0 |