M-120 over BRATON CREEK
Map
Coordinates:
+43.50447, -86.0395643°30'16" N, 86°02'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-120 over BRATON CREEK |
Structure number: | 000000000007717 |
Old structure number: | 62162021000B010 (from 1992 edition) |
Location: | 4.7 MI S OF HESPERIA |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1935 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,638 [as of 2007] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 87.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 5638 | 87.5 |
June 2016 | Good | Good | Very Good | Good | 5638 | 87.5 |
April 2015 | Good | Good | Very Good | Good | 5638 | 87.5 |
April 2013 | Good | Good | Very Good | Good | 5638 | 87.5 |
April 2011 | Good | Good | Very Good | Good | 5638 | 91.6 |
April 2009 | Good | Good | Very Good | Good | 5638 | 91.6 |
April 2007 | Good | Good | Very Good | Good | 6807 | 91.3 |
May 2005 | Good | Good | Very Good | Good | 6900 | 91.2 |
June 2003 | Good | Good | Very Good | Good | 6900 | 91.2 |
June 2001 | Good | Good | Very Good | Good | 6900 | 91.2 |
June 1999 | Good | Good | Very Good | Good | 6900 | 96.3 |
June 1997 | Good | Good | Very Good | Good | 6900 | 91.2 |
August 1995 | Fair | Satisfactory | Very Good | Good | 5400 | 91.7 |
August 1993 | Good | Good | Very Good | Good | 5400 | 91.7 |
May 1991 | Good | Very Good | Very Good | Very Good | 5400 | 91.7 |