CR 199 E SANDUSKY over BOKES CREEK
Map
Coordinates:
+40.36019, -83.3291940°21'37" N, 83°19'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 199 E SANDUSKY over BOKES CREEK |
Structure number: | 8034583 |
Location: | 0.85 MI NORTH OF SR 347 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 152.9 ft. [46.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1999 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans 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: | 403 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Excellent | Excellent | Excellent | 403 | 97.5 |
October 2017 | Good | Excellent | Excellent | Excellent | 403 | 97.5 |
October 2016 | Good | Excellent | Excellent | Excellent | 403 | 97.5 |
November 2015 | Good | Excellent | Excellent | Excellent | 298 | 98.6 |
January 2015 | Good | Excellent | Excellent | Excellent | 298 | 99.9 |
December 2013 | Good | Excellent | Excellent | Excellent | 298 | 98.6 |
January 2013 | Good | Excellent | Excellent | Excellent | 298 | 98.6 |
November 2011 | Good | Excellent | Excellent | Excellent | 298 | 98.6 |
April 2010 | Good | Excellent | Excellent | Excellent | 298 | 98.6 |
February 2009 | Good | Excellent | Excellent | Excellent | 298 | 92.4 |
January 2006 | Good | Excellent | Excellent | Excellent | 298 | 92.4 |
January 2005 | Good | Excellent | Excellent | Excellent | 298 | 92.4 |
February 2004 | Good | Excellent | Excellent | Excellent | 298 | 92.4 |
January 2003 | Good | Excellent | Excellent | Excellent | 298 | 92.4 |
January 2002 | Good | Excellent | Excellent | Excellent | 298 | 92.4 |
October 1999 | Good | Excellent | Excellent | Excellent | 298 | 92.4 |