Share:

CR 11 E JEROME RD over EVERSOL RUN

Map

Coordinates:
+40.17919, -83.17768
40°10'45" N, 83°10'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 11 E JEROME RD over EVERSOL RUN
Structure number:8033374
Location:2.8 SOUTH of SR 42
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:38.1 ft. [11.6 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1998
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:1,125 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodExcellentExcellentGood112597.6
December 2017GoodExcellentExcellentGood112599.6
October 2016GoodExcellentExcellentGood112599.6
November 2015GoodExcellentExcellentGood121899.5
March 2015GoodExcellentExcellentGood121899.5
January 2014GoodExcellentExcellentGood121899.5
February 2013GoodExcellentExcellentGood121899.5
November 2011GoodExcellentExcellentGood121899.5
May 2010GoodExcellentExcellentGood121899.5
February 2009GoodExcellentExcellentGood121889.3
February 2006GoodExcellentExcellentGood121889.3
March 2005GoodExcellentExcellentGood121889.3
January 2004GoodExcellentExcellentGood121889.3
January 2003GoodExcellentExcellentGood121889.3
January 2002GoodExcellentExcellentGood121889.3
April 1999GoodExcellentExcellentGood121889.3