KY-323 over SAND LICK CREEK

Map

Coordinates:
+37.34139, -85.50889
37°20'29" N, 85°30'32" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	KY-323 over SAND LICK CREEK
Structure number:	044B00022N
Old structure number:	0440323B0022 `(from 1992 edition)`
Location:	2.2 MI N.E. OF JCT KY 61
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:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	21.7 ft. `[6.6 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]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	336 `[as of 2016]`
Truck traffic:	11% of total traffic
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 minimum criteria `[6]`
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]`
Culvert condition:	Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	79.8

Date	Condition	Culvert Condition	ADT	Suff. Rating
October 2018	Fair	6 out of 10	336	79.8
October 2016	Fair	6 out of 10	312	71.3
October 2014	Fair	6 out of 10	312	71.3
October 2013	Fair	6 out of 10	373	71.2
October 2011	Fair	6 out of 10	368	71.2
October 2009	Fair	6 out of 10	355	71.3
October 2007	Fair	6 out of 10	358	71.3
October 2005	Fair	6 out of 10	299	71.3
October 2003	Fair	6 out of 10	428	68.9
October 2001	Fair	6 out of 10	428	68.9
October 1999	Fair	6 out of 10	428	68.9
October 1997	Fair	6 out of 10	428	68.9
October 1995	Fair	6 out of 10	411	68.9
October 1993	Fair	6 out of 10	411	64.2
October 1991	Fair	6 out of 10	411	64.2

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Culvert
Reinforced Concrete Culvert	linear ft.	80	51	29	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	106	106	0	0	0