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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:38.1 ft. [11.6 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:28.5 ft. [8.7 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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 1995]
Truck traffic:4% 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:Better than present minimum criteria [7]
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:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 2015100.0Not deficientExcellentExcellentExcellent80
September 2014100.0Not deficientExcellentExcellentExcellent80
July 2013100.0Not deficientExcellentExcellentExcellent80
June 2012100.0Not deficientExcellentExcellentExcellent80
August 2011100.0Not deficientExcellentExcellentExcellent80
July 2010100.0Not deficientExcellentExcellentExcellent80
August 2009100.0Not deficientExcellentExcellentExcellent80
June 2008100.0Not deficientExcellentExcellentExcellent80
July 2007100.0Not deficientExcellentExcellentExcellent80
August 2006100.0Not deficientExcellentExcellentExcellent80
July 2005100.0Not deficientVery GoodVery GoodVery Good80
August 2004100.0Not deficientVery GoodVery GoodVery Good80
October 2002100.0Not deficientVery GoodVery GoodVery Good80
October 2001100.0Not deficientVery GoodVery GoodVery Good80
October 2000100.0Not deficientVery GoodVery GoodVery Good80
October 1999100.0Not deficientVery GoodVery GoodVery Good80
October 1998100.0Not deficientVery GoodVery GoodVery Good80
September 1997100.0Not deficientExcellentExcellentExcellent80
October 1996100.0Not deficientExcellentExcellentExcellent80