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KY 1570 over QUIRE BRANCH

Map

Coordinates:
+38.24265, -84.97227
38°14'34" N, 84°58'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY 1570 over QUIRE BRANCH
Structure number:037B00098N
Old structure number:037*1570*B0098 (from 1992 edition)
Location:1.2 MI N OF JCT KY 1665
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:60.4 ft. [18.4 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:138 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:57.8 tons [52.5 metric tons]
Inventory rating:34.8 tons [31.6 metric tons]
Sufficiency rating:90.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201690.2FairGoodSatisfactoryGood-138
July 201490.2FairGoodSatisfactoryGood-200
July 201290.2FairGoodSatisfactoryGood-195
July 201090.2GoodGoodGoodGood-179
July 200890.4GoodGoodGoodGood-186
October 200690.4GoodGoodGoodGood-179
August 200490.4GoodVery GoodVery GoodGood-197
August 200285.9GoodVery GoodVery GoodGood-337
August 200085.9GoodVery GoodVery GoodVery Good-337
August 199885.9GoodVery GoodVery GoodVery Good-337
July 199685.9GoodVery GoodVery GoodVery Good-257