CRANBERRY LAKE RD over S BR KALAMAZOO RIVER
Map
Coordinates:
+42.05008, -84.6707942°03'00" N, 84°40'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CRANBERRY LAKE RD over S BR KALAMAZOO RIVER |
Structure number: | 000000000003358 |
Old structure number: | 30324H00020B010 (from 1992 edition) |
Location: | 0.5 MI N OF LITCHFIELD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 33.8 ft. [10.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 236 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 81.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Fair | Good | 236 | 81.1 |
November 2016 | Fair | Satisfactory | Fair | Good | 236 | 83.3 |
November 2014 | Poor | Satisfactory | Poor | Good | 236 | 67.7 |
November 2012 | Fair | Satisfactory | Fair | Good | 685 | 82.6 |
November 2010 | Fair | Satisfactory | Satisfactory | Very Good | 685 | 93.6 |
November 2008 | Fair | Satisfactory | Fair | Very Good | 685 | 82.6 |
November 2006 | Fair | Very Good | Satisfactory | Very Good | 685 | 93.6 |
January 2005 | Fair | Very Good | Fair | Very Good | 439 | 82.9 |
November 2002 | Fair | Very Good | Satisfactory | Very Good | 460 | 93.9 |
November 2000 | Fair | Very Good | Satisfactory | Very Good | 430 | 93.9 |
November 1998 | Good | Very Good | Good | Very Good | 430 | 98.9 |
November 1996 | Good | Very Good | Very Good | Very Good | 270 | 94.9 |
November 1994 | Good | Very Good | Very Good | Very Good | 270 | 94.9 |
November 1992 | Good | Very Good | Very Good | Very Good | 320 | 94.9 |
November 1990 | Good | Very Good | Very Good | Very Good | 320 | 94.9 |