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KY-37 over HUNGRY NECK CREEK

Map

Coordinates:
+37.55528, -84.96194
37°33'19" N, 84°57'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-37 over HUNGRY NECK CREEK
Structure number:011B00020N
Old structure number:011*0037*B0020 (from 1992 edition)
Location:.05 MI W OF JCT KY 1108
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:16.1 ft. [4.9 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:249 [as of 2016]
Truck traffic:11% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:66.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Fair5 out of 1024966.6
October 2016Fair5 out of 1019957.3
October 2014Fair5 out of 1019957.3
October 2012Fair5 out of 1021457.3
October 2010Fair5 out of 1022951.8
October 2008Fair5 out of 1025147.2
October 2006Fair5 out of 1024151.7
October 2004Fair5 out of 1030047.1
October 2002Fair5 out of 1037554.8
October 2000Fair6 out of 1037564.9
October 1998Good7 out of 1037564.9
October 1996Good7 out of 1037564.9
October 1994Good7 out of 1053969.7
October 1992Good7 out of 1053969.7
October 1990Good7 out of 1053969.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.96833100
Wearing Surfacessq. ft.520052000