SR-120 over LITTLE BEAR CREEK
Map
Coordinates:
+41.70979, -83.9988141°42'35" N, 83°59'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-120 over LITTLE BEAR CREEK |
Structure number: | 2601621 |
Location: | 2.14 mi. East of SR 109 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,055 [as of 2015] |
Truck traffic: | 23% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 1055 | 88.8 |
November 2017 | Good | Good | Good | Good | 1055 | 88.8 |
November 2016 | Good | Good | Good | Good | 1055 | 88.8 |
November 2015 | Good | Good | Good | Good | 1070 | 88.8 |
November 2014 | Good | Good | Good | Good | 1070 | 88.8 |
November 2013 | Good | Good | Good | Good | 1070 | 88.8 |
November 2012 | Good | Good | Good | Good | 1070 | 90.8 |
November 2011 | Good | Good | Good | Good | 1080 | 90.8 |
November 2010 | Good | Good | Good | Good | 1080 | 90.8 |
November 2009 | Good | Good | Good | Good | 1080 | 90.8 |
December 2008 | Good | Good | Good | Good | 1360 | 90.3 |
November 2007 | Good | Good | Good | Good | 1360 | 90.3 |
December 2006 | Good | Good | Good | Good | 1360 | 90.3 |
December 2005 | Good | Good | Good | Good | 1390 | 90.3 |
December 2004 | Good | Good | Good | Good | 1410 | 90.2 |
November 2003 | Good | Good | Good | Good | 1410 | 90.2 |
November 2001 | Good | Good | Good | Good | 1410 | 90.2 |
December 1999 | Good | Good | Good | Good | 1410 | 90.2 |
December 1998 | Good | Good | Good | Good | 1590 | 90.0 |
December 1997 | Good | Good | Good | Good | 1590 | 90.0 |
December 1995 | Good | Good | Good | Good | 1844 | 89.6 |
December 1994 | Good | Good | Good | Good | 1844 | 89.6 |
January 1994 | Good | Good | Good | Good | 1844 | 86.6 |
December 1992 | Good | Good | Good | Good | 1844 | 86.6 |
November 1991 | Good | Good | Good | Good | 1844 | 86.6 |