NICHOLSON HILL RD over S BR DEVILS RIVER
Map
Coordinates:
+44.90245, -83.4467644°54'09" N, 83°26'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NICHOLSON HILL RD over S BR DEVILS RIVER |
Structure number: | 000000000000338 |
Old structure number: | 04200001000B020 (from 1992 edition) |
Location: | 1 MI S OF OSSINEKE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 61.0 ft. [18.6 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 2005 |
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] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,355 [as of 2010] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 2355 | 97.7 |
August 2016 | Good | Good | Good | Good | 2355 | 97.7 |
August 2014 | Good | Good | Very Good | Good | 2355 | 97.7 |
August 2012 | Good | Good | Very Good | Very Good | 2355 | 97.7 |
August 2010 | Good | Good | Very Good | Very Good | 2355 | 97.7 |
July 2008 | Good | Good | Very Good | Very Good | 2355 | 97.7 |
August 2006 | Good | Very Good | Very Good | Very Good | 2355 | 97.7 |
January 2006 | Good | Excellent | Excellent | Excellent | 2355 | 97.7 |
May 2004 | Poor | Critical | Critical | Fair | 2220 | 11.5 |
September 2002 | Poor | Serious | Serious | Satisfactory | 1100 | 20.1 |
September 1998 | Poor | Serious | Serious | Satisfactory | 1100 | 27.2 |
May 1997 | Poor | Serious | - | Good | 1100 | 55.8 |
June 1995 | Poor | Serious | Serious | Satisfactory | 900 | 23.8 |
June 1993 | Poor | Serious | Serious | Satisfactory | 900 | 23.8 |
September 1991 | Poor | Serious | Serious | Satisfactory | 900 | 23.8 |