COUNTY ROAD 500 over LITTLE TWO HEARTED RIVER
Map
Coordinates:
+46.64566, -85.3632346°38'44" N, 85°21'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 500 over LITTLE TWO HEARTED RIVER |
Structure number: | 000000000005919 |
Old structure number: | 48200017000B020 (from 1992 edition) |
Location: | 6 MI. N. JUNCTION M-123 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 51.5 ft. [15.7 m] |
Total length: | 53.5 ft. [16.3 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2016] |
Truck traffic: | 2% of total traffic |
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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Very Good | Very Good | 30 | 100.0 |
October 2016 | Good | Very Good | Very Good | Very Good | 30 | 100.0 |
October 2014 | Good | Very Good | Very Good | Very Good | 30 | 100.0 |
October 2012 | Good | Very Good | Very Good | Very Good | 150 | 100.0 |
October 2010 | Good | Very Good | Very Good | Very Good | 150 | 100.0 |
October 2008 | Good | Very Good | Very Good | Very Good | 150 | 100.0 |
November 2006 | Good | Very Good | Very Good | Very Good | 150 | 100.0 |
October 2004 | Good | Excellent | Excellent | Excellent | 150 | 100.0 |
November 2002 | Good | Excellent | Excellent | Excellent | 150 | 100.0 |
September 2000 | Poor | Satisfactory | Serious | Serious | 150 | 40.9 |
November 1999 | Poor | Satisfactory | Serious | Serious | 150 | 21.7 |
December 1998 | Poor | Satisfactory | Serious | Serious | 150 | 21.7 |
August 1996 | Poor | Good | Poor | Serious | 150 | 21.7 |
May 1994 | Poor | Fair | Poor | Serious | 150 | 20.7 |