CR 264 A TAWA RD over OTTAWA DITCH
Map
Coordinates:
+40.41313, -83.2574440°24'47" N, 83°15'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 264 A TAWA RD over OTTAWA DITCH |
Structure number: | 8035814 |
Location: | 0.3 MI WEST of SR 4 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 2006 |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 285 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 97.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Excellent | Excellent | Very Good | 285 | 97.9 |
October 2017 | Good | Excellent | Excellent | Very Good | 285 | 99.9 |
September 2016 | Good | Excellent | Excellent | Very Good | 285 | 99.9 |
October 2015 | Good | Excellent | Excellent | Very Good | 234 | 99.9 |
January 2015 | Good | Excellent | Excellent | Very Good | 234 | 99.9 |
November 2013 | Good | Excellent | Excellent | Very Good | 234 | 99.9 |
January 2013 | Good | Excellent | Excellent | Very Good | 234 | 99.9 |
November 2011 | Good | Excellent | Excellent | Very Good | 234 | 99.9 |
February 2010 | Good | Excellent | Excellent | Very Good | 234 | 99.9 |
January 2009 | Good | Excellent | Excellent | Very Good | 234 | 99.9 |