+40.77139, -84.51611
40°46'17" N, 84°30'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:8140278
Location:0.10 MI. WEST TR. #133
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:67.9 ft. [20.7 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1999
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: December 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:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201690.0GoodExcellentExcellentExcellent-324
November 2015100.0GoodExcellentExcellentExcellent-22
December 2014100.0GoodExcellentExcellentExcellent-22
October 2013100.0GoodExcellentExcellentExcellent-22
December 201295.0GoodExcellentExcellentExcellent-22
January 201295.0GoodExcellentExcellentExcellent-22
December 201095.0GoodExcellentExcellentExcellent-22
December 200995.0GoodExcellentExcellentExcellent-22
November 200895.0GoodExcellentExcellentExcellent-22
November 200795.0GoodExcellentExcellentExcellent-22
November 200695.0GoodExcellentExcellentExcellent-21
November 200595.0GoodExcellentExcellentExcellent-21
November 200495.0GoodExcellentExcellentExcellent-21
October 200395.0GoodExcellentExcellentExcellent-21
December 200295.0GoodExcellentExcellentExcellent-20
October 200095.0GoodExcellentExcellentExcellent-20
November 199995.0GoodExcellentExcellentExcellent-20