CAYUGA STREET over INTERMEDIATE RIVER
Map
Coordinates:
+44.97541, -85.2130344°58'31" N, 85°12'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CAYUGA STREET over INTERMEDIATE RIVER |
Structure number: | 000000000000372 |
Old structure number: | 054059800002B01 (from 1992 edition) |
Location: | 0.2 MI W OF M-88 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 35.4 ft. [10.8 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1977 |
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: | 2 |
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: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 3,000 [as of 2010] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 75.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Fair | Satisfactory | 3000 | 75.1 |
May 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 3000 | 85.1 |
May 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 3000 | 85.1 |
May 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 3000 | 85.1 |
May 2010 | Fair | Fair | Fair | Fair | 3000 | 83.5 |
May 2008 | Fair | Fair | Fair | Fair | 4500 | 83.3 |
November 2006 | Fair | Very Good | Fair | Very Good | 4500 | 87.5 |
July 2004 | Fair | Very Good | Fair | Very Good | 4500 | 85.5 |
May 2002 | Good | Very Good | Very Good | Excellent | 4500 | 98.6 |
June 1999 | Good | Very Good | Very Good | Excellent | 4500 | 98.6 |
May 1997 | Good | Very Good | Very Good | Excellent | 4500 | 98.6 |
July 1995 | Good | Very Good | Very Good | Excellent | 600 | 100.0 |
May 1993 | Good | Very Good | Very Good | Excellent | 600 | 100.0 |
August 1991 | Good | Very Good | Very Good | Excellent | 600 | 81.2 |