STATE STREET over INTERMEDIATE RIVER
Map
Coordinates:
+45.07017, -85.2588945°04'13" N, 85°15'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE STREET over INTERMEDIATE RIVER |
Structure number: | 000000000000374 |
Old structure number: | 054123000008B01 (from 1992 edition) |
Location: | IN CENTRAL LAKE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 900 |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 46.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Good | Fair | 900 | 46.7 |
June 2017 | Fair | Good | Good | Fair | 900 | 46.7 |
August 2015 | Fair | - | Good | Satisfactory | 900 | 56.9 |
October 2013 | Good | Good | Good | Good | 900 | 56.9 |
May 2011 | Fair | Good | Good | Fair | 900 | 72.5 |
November 2008 | Fair | Good | Satisfactory | Good | 900 | 83.6 |
October 2006 | Fair | Good | Satisfactory | Good | 900 | 83.6 |
April 2004 | Good | Very Good | Excellent | Very Good | 900 | 83.6 |
June 2002 | Good | Good | Very Good | Good | 900 | 83.6 |
June 2000 | Good | Very Good | Excellent | Very Good | 900 | 83.6 |
July 1998 | Good | Very Good | Excellent | Excellent | 900 | 87.4 |
July 1996 | Good | Very Good | Excellent | Excellent | 900 | 83.6 |
May 1994 | Good | Very Good | Excellent | Excellent | 900 | 83.6 |
August 1991 | Good | Very Good | Excellent | Excellent | 900 | 83.6 |