Share: 
M-123 over MURPHY CREEK
Map
Coordinates:
+46.47020, -85.42961
46°28'13" N, 85°25'47" W
+46.47020, -85.42961
46°28'13" N, 85°25'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | M-123 over MURPHY CREEK |
| Structure number: | 000000000005901 |
| Old structure number: | 48148034000C020 (from 1992 edition) |
| Location: | 9.8 MI N OF NEWBERRY |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2010 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 890 [as of 2011] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 90.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2018 | Good | 8 out of 10 | 890 | 90.0 |
| June 2016 | Good | 8 out of 10 | 890 | 90.0 |
| June 2014 | Good | 8 out of 10 | 890 | 90.0 |
| June 2012 | Good | 9 out of 10 | 890 | 90.0 |
| June 2011 | Good | 9 out of 10 | 890 | 90.0 |
| June 2008 | Poor | 4 out of 10 | 574 | 55.3 |
| June 2006 | Poor | 4 out of 10 | 689 | 54.0 |
| June 2004 | Poor | 4 out of 10 | 700 | 73.0 |
| July 2002 | - | N out of 10 | 700 | 100.0 |
| July 2000 | Fair | 5 out of 10 | 700 | 89.0 |
| October 1998 | Fair | 6 out of 10 | 700 | 100.0 |
| September 1996 | Fair | 6 out of 10 | 700 | 97.0 |
| November 1992 | Fair | 6 out of 10 | - | 100.0 |
© 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/1252702
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1252702