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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:86.9 ft. [26.5 m]
Total length:89.6 ft. [27.3 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: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:324 [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: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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201699.9GoodExcellentExcellentExcellent-324
August 201599.9GoodExcellentExcellentExcellent-334
August 201499.9GoodExcellentExcellentExcellent-334
September 201399.9GoodExcellentExcellentExcellent-334
October 201299.9GoodExcellentExcellentExcellent-334
November 201199.9GoodExcellentExcellentExcellent-334
October 201099.9GoodExcellentExcellentExcellent-334
October 200999.9GoodExcellentVery GoodExcellent-334
July 200899.9GoodExcellentVery GoodExcellent-334
September 200799.9GoodExcellentVery GoodExcellent-334
October 200699.9GoodExcellentVery GoodExcellent-334
June 200599.9GoodExcellentExcellentExcellent-334
November 200499.9GoodExcellentExcellentExcellent-334