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FEASBY WISENER RD over HOAGLIN CK*FEASBY WISNER

Map 

Coordinates:
+40.96000, -84.54333
40°57'36" N, 84°32'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FEASBY WISENER RD over HOAGLIN CK*FEASBY WISNER
Structure number:8132585
Location:1.45 MI E JCT SR 127
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:40°
Owner:County Highway Agency [02]
Year built:1993
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:Other [9]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:104 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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 minimum criteria [6]
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:92.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201692.5GoodVery GoodVery GoodVery Good-104
September 201598.0GoodVery GoodVery GoodVery Good-64
September 201498.0GoodVery GoodVery GoodVery Good-64
November 201398.0GoodVery GoodVery GoodVery Good-64
October 201295.0GoodVery GoodVery GoodVery Good-64
October 201195.0GoodVery GoodVery GoodVery Good-64
October 201095.0GoodVery GoodVery GoodVery Good-64
October 200995.0GoodVery GoodVery GoodVery Good-64
October 200895.0GoodVery GoodVery GoodVery Good-64
October 200795.0GoodVery GoodVery GoodVery Good-64
October 200695.0GoodVery GoodVery GoodVery Good-64
September 200595.0GoodVery GoodVery GoodVery Good-64
September 200495.0GoodVery GoodVery GoodVery Good-64
September 200395.0GoodVery GoodVery GoodVery Good-64
September 200295.0GoodVery GoodVery GoodVery Good-64
September 200095.0GoodVery GoodVery GoodVery Good-59
September 199995.0GoodVery GoodVery GoodVery Good-59
September 199895.0GoodExcellentExcellentVery Good-59
June 199795.0GoodExcellentExcellentVery Good-59
March 199695.0GoodExcellentExcellentExcellent-75
November 199495.0GoodExcellentExcellentExcellent-75