US-23 BR over MICH LIMESTONE RR & ROAD
Map
Coordinates:
+45.40523, -83.8035745°24'19" N, 83°48'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-23 BR over MICH LIMESTONE RR & ROAD |
Structure number: | 000000000008970 |
Old structure number: | 71171091000R010 (from 1992 edition) |
Location: | IN ROGERS CITY |
Purpose: | Carries highway over highway and railroad |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 87.6 ft. [26.7 m] |
Total length: | 254.9 ft. [77.7 m] |
Roadway width between curbs: | 46.6 ft. [14.2 m] |
Deck width edge-to-edge: | 49.5 ft. [15.1 m] |
Vertical clearance below bridge: | 49.2 ft. [15.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans 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: | 1,350 [as of 2009] |
Truck traffic: | 9% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Very Good | Good | 1350 | 98.5 |
August 2015 | Fair | Fair | Very Good | Good | 1350 | 98.5 |
March 2015 | Fair | Fair | Very Good | Good | 1350 | 98.5 |
June 2013 | Fair | Satisfactory | Very Good | Good | 1350 | 99.5 |
June 2011 | Fair | Satisfactory | Very Good | Good | 1350 | 99.5 |
November 2009 | Fair | Satisfactory | Very Good | Good | 1350 | 99.5 |
June 2007 | Fair | Satisfactory | Good | Good | 1443 | 99.5 |
June 2005 | Fair | Satisfactory | Good | Good | 1900 | 99.3 |
June 2003 | Fair | Satisfactory | Good | Good | 1900 | 99.3 |
August 2001 | Fair | Satisfactory | Good | Good | 1900 | 99.3 |
September 1999 | Good | Good | Good | Very Good | 1900 | 99.3 |
September 1997 | Good | Good | Good | Very Good | 1900 | 99.3 |
September 1995 | Good | Good | Good | Very Good | 3500 | 98.7 |
July 1993 | Good | Good | Good | Very Good | 1600 | 99.4 |
April 1991 | Good | Good | Good | Very Good | 1600 | 99.4 |