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FLEMING FALLS RD. over UNNAMED STREAM

Map 

Coordinates:
+40.79972, -82.42389
40°47'59" N, 82°25'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FLEMING FALLS RD. over UNNAMED STREAM
Structure number:7031858
Location:.2 MI WEST OF BOWEN RD.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:1996
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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:351 [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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:64.5 tons [58.6 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201699.9GoodExcellentExcellentExcellent-351
September 2015100.0GoodExcellentExcellentExcellent-80
September 2014100.0GoodExcellentExcellentExcellent-80
July 2013100.0GoodExcellentExcellentExcellent-80
June 2012100.0GoodExcellentExcellentExcellent-80
August 2011100.0GoodExcellentExcellentExcellent-80
July 2010100.0GoodExcellentExcellentExcellent-80
August 2009100.0GoodExcellentExcellentExcellent-80
June 2008100.0GoodExcellentExcellentExcellent-80
July 2007100.0GoodExcellentExcellentExcellent-80
August 2006100.0GoodExcellentExcellentExcellent-80
July 2005100.0GoodVery GoodVery GoodVery Good-80
August 2004100.0GoodVery GoodVery GoodVery Good-80
October 2002100.0GoodVery GoodVery GoodVery Good-80
October 2001100.0GoodVery GoodVery GoodVery Good-80
October 2000100.0GoodVery GoodVery GoodVery Good-80
October 1999100.0GoodVery GoodVery GoodVery Good-80
October 1998100.0GoodVery GoodVery GoodVery Good-80
September 1997100.0GoodExcellentExcellentExcellent-80
October 1996100.0GoodExcellentExcellentExcellent-80