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SCOTT over LATERAL LITTLE LICK CREE

Map

Coordinates:
+41.41222, -84.60861
41°24'44" N, 84°36'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCOTT over LATERAL LITTLE LICK CREE
Structure number:2044927
Location:0.2 E OF WMS CEN CECIL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:2007
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:346 [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:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:95.9 tons [87.2 metric tons]
Sufficiency rating:99.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201699.9GoodVery GoodVery GoodVery Good-346
October 2015100.0GoodVery GoodVery GoodVery Good-46
December 2014100.0GoodVery GoodVery GoodVery Good-46
December 2013100.0GoodVery GoodVery GoodVery Good-46
December 2012100.0GoodVery GoodVery GoodVery Good-46
December 2011100.0GoodVery GoodVery GoodVery Good-46
December 2010100.0GoodVery GoodVery GoodVery Good-46
December 2009100.0GoodExcellentExcellentExcellent-46
January 2009100.0GoodExcellentExcellentExcellent-46