SAMPSON ROAD over MCVICHIE CREEK
Map
Coordinates:
+46.44970, -89.8753746°26'59" N, 89°52'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SAMPSON ROAD over MCVICHIE CREEK |
Structure number: | 000000000003023 |
Old structure number: | 27305A00053B010 (from 1992 edition) |
Location: | SEC 24 WAKEFIELD TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 42.7 ft. [13.0 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 2008 |
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: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2007] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Very Good | Very Good | Very Good | 25 | 94.8 |
September 2016 | Good | Very Good | Very Good | Very Good | 25 | 94.8 |
September 2014 | Good | Very Good | Very Good | Very Good | 25 | 94.8 |
September 2012 | Good | Very Good | Very Good | Very Good | 25 | 94.8 |
September 2010 | Good | Very Good | Very Good | Very Good | 25 | 94.8 |
September 2008 | Good | Excellent | Excellent | Excellent | 25 | 94.8 |
October 2006 | Poor | Good | Poor | Poor | 58 | 29.0 |
October 2004 | Poor | Very Good | Fair | Poor | 58 | 29.0 |
November 2002 | Poor | Excellent | Fair | Poor | 58 | 30.5 |
October 2000 | Poor | Poor | Poor | Fair | 58 | 24.5 |
October 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 58 | 51.5 |
September 1996 | Fair | Good | Satisfactory | Satisfactory | 58 | 49.2 |
September 1994 | Fair | Good | Satisfactory | Satisfactory | 58 | 55.0 |
September 1992 | Fair | Good | Satisfactory | Satisfactory | 58 | 57.8 |
September 1990 | Fair | Excellent | Satisfactory | Good | 58 | 57.8 |