TWP. ROAD RS over BIG BEAR CREEK
Map
Coordinates:
+41.67933, -84.0883241°40'46" N, 84°05'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TWP. ROAD RS over BIG BEAR CREEK |
Structure number: | 2631741 |
Location: | 0.2 MI. W. OF T.R. 11-2 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 25° |
Owner: | County Highway Agency [02] |
Year built: | 2009 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
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: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 164 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Very Good | Very Good | 164 | 98.0 |
October 2017 | Good | Good | Very Good | Very Good | 164 | 98.0 |
November 2016 | Good | Good | Very Good | Very Good | 164 | 98.0 |
October 2015 | Good | Good | Very Good | Very Good | 164 | 98.0 |
November 2014 | Good | Very Good | Very Good | Very Good | 156 | 98.0 |
November 2013 | Good | Very Good | Very Good | Very Good | 156 | 98.0 |
September 2012 | Good | Very Good | Very Good | Very Good | 156 | 92.0 |
December 2011 | Good | Excellent | Excellent | Excellent | 156 | 93.0 |
November 2010 | Good | Excellent | Excellent | Excellent | 156 | 94.0 |
November 2009 | Good | Excellent | Excellent | Excellent | 156 | 94.0 |