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CHESROWN RD. over BRUBAKER CREEK (CHESROWN

Map 

Coordinates:
+40.86167, -82.48389
40°51'42" N, 82°29'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHESROWN RD. over BRUBAKER CREEK (CHESROWN
Structure number:7032536
Location:.15 W. OF FRANKLIN CHURCH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:83.0 ft. [25.3 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:42°
Owner:County Highway Agency [02]
Year built:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:334 [as of 2004]
Truck traffic:2% 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:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:66.3 tons [60.3 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201599.9Not deficientExcellentExcellentExcellent334
August 201499.9Not deficientExcellentExcellentExcellent334
September 201399.9Not deficientExcellentExcellentExcellent334
October 201299.9Not deficientExcellentExcellentExcellent334
November 201199.9Not deficientExcellentExcellentExcellent334
October 201099.9Not deficientExcellentExcellentExcellent334
October 200999.9Not deficientExcellentVery GoodExcellent334
July 200899.9Not deficientExcellentVery GoodExcellent334
September 200799.9Not deficientExcellentVery GoodExcellent334
October 200699.9Not deficientExcellentVery GoodExcellent334
June 200599.9Not deficientExcellentExcellentExcellent334
November 200499.9Not deficientExcellentExcellentExcellent334