STATE STREET over GREAT LAKES CENTRAL RR
Map
Coordinates:
+42.60876, -83.9277242°36'32" N, 83°55'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE STREET over GREAT LAKES CENTRAL RR |
Structure number: | 000000000005802 |
Old structure number: | 47147997000R010 (from 1992 edition) |
Location: | IN HOWELL |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 77.8 ft. [23.7 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,300 [as of 1993] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Fair | 2300 | 86.6 |
April 2015 | Fair | Satisfactory | Satisfactory | Fair | 2300 | 86.6 |
April 2013 | Fair | Satisfactory | Satisfactory | Fair | 2300 | 86.6 |
April 2011 | Fair | Good | Good | Satisfactory | 2300 | 97.7 |
April 2009 | Fair | Good | Good | Satisfactory | 2300 | 99.7 |
April 2007 | Fair | Good | Good | Satisfactory | 2300 | 99.7 |
April 2005 | Fair | Good | Good | Satisfactory | 2300 | 99.7 |
April 2003 | Good | Good | Good | Good | 2300 | 97.0 |
May 2001 | Good | Good | Good | Good | 2300 | 95.0 |
July 1999 | Good | Very Good | Good | Good | 2300 | 92.0 |
September 1997 | Good | Very Good | Very Good | Very Good | 2300 | 94.0 |
October 1995 | Good | Good | Very Good | Very Good | 2300 | 93.7 |
August 1993 | Good | Good | Very Good | Very Good | 2200 | 93.7 |
May 1991 | Good | Very Good | Very Good | Very Good | 2200 | 93.9 |
June 1989 | Good | Excellent | Very Good | Excellent | 2200 | 93.9 |