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CASHE VIEW LANE over LIMEKILN

Map

Coordinates:
+37.27838, -89.08139
37°16'42" N, 89°04'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CASHE VIEW LANE over LIMEKILN
Structure number:077313400000000
Old structure number:000077313442837 (from 1992 edition)
Location:2.5 MILES
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:77.8 ft. [23.7 m]
Total length:80.4 ft. [24.5 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:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Gravel [8]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:175 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201792.5FairSatisfactorySatisfactoryVery Good-175
January 201592.5FairSatisfactorySatisfactoryVery Good-175
January 201194.5GoodGoodGoodVery Good-175
November 200794.5GoodVery GoodVery GoodVery Good-175