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CROMLEY ROAD over WALNUT CREEK

Map

Coordinates:
+39.71064, -82.96286
39°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodExcellentExcellentExcellent142541.4
December 2017GoodExcellentExcellentExcellent142541.4
November 2016GoodExcellentExcellentExcellent142541.4
January 2016GoodExcellentExcellentExcellent23043.1
January 2015GoodExcellentExcellentExcellent23043.1
January 2014GoodExcellentExcellentExcellent23043.1
November 2012GoodExcellentExcellentExcellent23043.1
June 2011GoodExcellentExcellentExcellent23043.1
January 2011GoodExcellentExcellentExcellent23043.1
October 2009GoodExcellentExcellentExcellent23042.9