CROMLEY ROAD over WALNUT CREEK
Map
Coordinates:
+39.71064, -82.9628639°42'38" N, 82°57'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CROMLEY ROAD over WALNUT CREEK |
Structure number: | 6530567 |
Location: | 0.2 MI S. OF SR 316 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 160.1 ft. [48.8 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 31.8 ft. [9.7 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 2009 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,425 [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: | Excellent [9 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 41.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Excellent | Excellent | Excellent | 1425 | 41.4 |
December 2017 | Good | Excellent | Excellent | Excellent | 1425 | 41.4 |
November 2016 | Good | Excellent | Excellent | Excellent | 1425 | 41.4 |
January 2016 | Good | Excellent | Excellent | Excellent | 230 | 43.1 |
January 2015 | Good | Excellent | Excellent | Excellent | 230 | 43.1 |
January 2014 | Good | Excellent | Excellent | Excellent | 230 | 43.1 |
November 2012 | Good | Excellent | Excellent | Excellent | 230 | 43.1 |
June 2011 | Good | Excellent | Excellent | Excellent | 230 | 43.1 |
January 2011 | Good | Excellent | Excellent | Excellent | 230 | 43.1 |
October 2009 | Good | Excellent | Excellent | Excellent | 230 | 42.9 |