C36B BEECHER-GMBL over BRANCH OF MILL CREEK
Map
Coordinates:
+40.21066, -83.2675640°12'38" N, 83°16'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | C36B BEECHER-GMBL over BRANCH OF MILL CREEK |
Structure number: | 8033269 |
Location: | 0.1 MI SOUTH OF CR 104 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1998 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 204 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 minimum criteria [6] |
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: | 93.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Excellent | 204 | 93.6 |
November 2017 | Fair | Very Good | Satisfactory | Excellent | 204 | 93.6 |
November 2016 | Fair | Very Good | Satisfactory | Excellent | 204 | 93.6 |
December 2015 | Fair | Very Good | Satisfactory | Excellent | 148 | 93.6 |
March 2015 | Good | Excellent | Good | Excellent | 148 | 94.5 |
January 2014 | Good | Excellent | Good | Excellent | 148 | 93.6 |
February 2013 | Good | Excellent | Good | Excellent | 148 | 93.6 |
November 2011 | Good | Excellent | Good | Excellent | 148 | 93.6 |
May 2010 | Good | Excellent | Very Good | Excellent | 148 | 93.6 |
February 2009 | Good | Excellent | Very Good | Excellent | 148 | 93.7 |
February 2006 | Good | Excellent | Very Good | Excellent | 148 | 87.0 |
March 2005 | Good | Excellent | Very Good | Excellent | 148 | 87.0 |
January 2004 | Good | Excellent | Very Good | Excellent | 148 | 87.0 |
January 2003 | Good | Excellent | Very Good | Excellent | 148 | 87.0 |
January 2002 | Good | Excellent | Very Good | Excellent | 148 | 87.0 |
April 1999 | Good | Excellent | Very Good | Excellent | 148 | 86.9 |