Share: 
WEST ST IN MOSCOW over S BR KALAMAZOO RIVER
Map
Coordinates:
+42.04606, -84.50791
42°02'46" N, 84°30'28" W
+42.04606, -84.50791
42°02'46" N, 84°30'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WEST ST IN MOSCOW over S BR KALAMAZOO RIVER |
| Structure number: | 000000000003344 |
| Old structure number: | 30320H11011B010 (from 1992 edition) |
| Location: | 0.3 MILE SOUTH OF US-12 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 5.9 ft. [1.8 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 30.8 ft. [9.4 m] |
| Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1983 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 116 [as of 2014] |
| 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: | Better than present minimum criteria [7] |
| 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] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 86.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Fair | 5 out of 10 | 116 | 86.0 |
| November 2016 | Fair | 5 out of 10 | 116 | 86.0 |
| December 2014 | Fair | 5 out of 10 | 116 | 86.0 |
| December 2012 | Fair | 5 out of 10 | 156 | 86.0 |
| December 2010 | Fair | 5 out of 10 | 156 | 86.0 |
| December 2008 | Fair | 5 out of 10 | 156 | 86.0 |
| December 2006 | Fair | 6 out of 10 | 156 | 97.0 |
| January 2005 | Fair | 5 out of 10 | 237 | 89.0 |
| November 2002 | - | N out of 10 | 237 | 100.0 |
| November 2000 | Fair | 6 out of 10 | 219 | 97.0 |
| November 1998 | Fair | 6 out of 10 | 219 | 97.0 |
| November 1996 | Fair | 6 out of 10 | 200 | 97.0 |
| November 1994 | Good | 8 out of 10 | 200 | 83.6 |
| November 1992 | Good | 8 out of 10 | 200 | 83.6 |
| November 1990 | Good | 8 out of 10 | 150 | 83.6 |
© 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/1250338
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1250338