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RAYMOND ROAD over KALAMAZOO RIVER
Map
Coordinates:
+42.30782, -85.14529
42°18'28" N, 85°08'43" W
+42.30782, -85.14529
42°18'28" N, 85°08'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RAYMOND ROAD over KALAMAZOO RIVER |
| Structure number: | 000000000001307 |
| Old structure number: | 13200027000B020 (from 1992 edition) |
| Location: | EMMETT TWP SEC 8 |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 113.5 ft. [34.6 m] |
| Total length: | 220.2 ft. [67.1 m] |
| Roadway width between curbs: | 32.5 ft. [9.9 m] |
| Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
| Skew angle: | 40° |
| Owner: | County Highway Agency [02] |
| Year built: | 2017 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,086 [as of 2015] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 98.7 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Good | Very Good | Excellent | Very Good | 1086 | 98.7 |
| September 2015 | Poor | Fair | Poor | Fair | 2520 | 22.1 |
| September 2013 | Poor | Satisfactory | Poor | Fair | 2520 | 23.5 |
| September 2011 | Poor | Satisfactory | Poor | Fair | 2520 | 23.8 |
| September 2009 | Poor | Satisfactory | Poor | Fair | 2520 | 23.8 |
| October 2007 | Poor | Satisfactory | Poor | Satisfactory | 2520 | 23.8 |
| September 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 2520 | 77.1 |
| September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 2520 | 77.1 |
| November 2001 | Fair | Satisfactory | Satisfactory | Good | 2520 | 77.1 |
| November 1999 | Fair | Good | Satisfactory | Good | 2520 | 77.1 |
| December 1997 | Fair | Good | Satisfactory | Good | 2520 | 77.1 |
| January 1996 | Fair | Fair | Fair | Satisfactory | 2520 | 60.0 |
| February 1994 | Fair | Fair | Fair | Satisfactory | 1551 | 67.3 |
| December 1991 | Fair | Fair | Fair | Satisfactory | 1506 | 67.3 |
| December 1989 | Good | Good | Good | Very Good | 1506 | 79.4 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1248483
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1248483