KY-8 over KINNICONNICK CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+38.60626, -83.16587
38°36'23" N, 83°09'57" W

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

Name:	KY-8 over KINNICONNICK CREEK
Structure number:	068B00003N
Old structure number:	0680010B0003 `(from 1992 edition)`
Location:	.5 MI NE OF JCT KY 1306
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	164.1 ft. `[50.0 m]`
Total length:	393.1 ft. `[119.8 m]`
Roadway width between curbs:	19.7 ft. `[6.0 m]`
Deck width edge-to-edge:	21.0 ft. `[6.4 m]`
Vertical clearance above deck:	15.1 ft. `[4.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1930
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:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	2,956 `[as of 2013]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	40.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,238,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2016	Fair	Fair	Fair	Satisfactory	2956	40.1
February 2016	Fair	Fair	Fair	Satisfactory	2956	40.1
September 2014	Fair	Fair	Fair	Satisfactory	2956	40.1
September 2013	Fair	Fair	Fair	Satisfactory	3485	40.1
September 2012	Fair	Fair	Fair	Satisfactory	3380	26.5
September 2011	Fair	Fair	Fair	Satisfactory	3240	26.5
September 2010	Fair	Fair	Fair	Satisfactory	3400	26.5
February 2010	Fair	Fair	Fair	Satisfactory	3600	26.5
February 2008	Fair	Fair	Fair	Satisfactory	3490	26.5
November 2005	Poor	Fair	Poor	Satisfactory	3509	11.5
May 1998	Poor	Fair	Fair	Poor	3801	16.1
March 1994	Fair	Fair	Satisfactory	Fair	3488	38.6
February 1992	Fair	Satisfactory	Satisfactory	Satisfactory	3488	49.6
March 1990	Fair	Satisfactory	Satisfactory	Fair	3488	39.6