CR 153 over BIG DARBY CREEK
Map
Coordinates:
+40.26941, -83.5519440°16'10" N, 83°33'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 153 over BIG DARBY CREEK |
Structure number: | 4644492 |
Location: | 0.34 M EAST OF CR 277 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 105.0 ft. [32.0 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: | 2002 |
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: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 937 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 81.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Excellent | Very Good | Excellent | 937 | 81.6 |
February 2017 | Good | Excellent | Very Good | Excellent | 937 | 81.6 |
February 2016 | Good | Excellent | Very Good | Excellent | 1488 | 81.3 |
March 2015 | Good | Excellent | Very Good | Excellent | 1488 | 81.3 |
March 2014 | Good | Excellent | Very Good | Excellent | 1488 | 81.3 |
February 2013 | Good | Excellent | Excellent | Excellent | 1488 | 81.3 |
February 2012 | Good | Excellent | Excellent | Excellent | 1488 | 81.3 |
January 2011 | Good | Excellent | Excellent | Excellent | 1488 | 82.3 |
January 2010 | Good | Excellent | Excellent | Excellent | 1488 | 82.3 |
March 2008 | Good | Excellent | Excellent | Excellent | 1488 | 82.3 |
February 2007 | Good | Excellent | Excellent | Excellent | 1488 | 82.3 |
February 2006 | Good | Excellent | Excellent | Excellent | 1488 | 82.3 |
February 2005 | Good | Excellent | Excellent | Excellent | 1488 | 82.3 |
February 2003 | Good | Excellent | Excellent | Excellent | 1488 | 82.3 |
2000 | - | - | - | - | 1488 | 82.3 |