KY-1351 over ILL WILL CREEK

Map

Coordinates:
+36.73278, -85.22722
36°43'58" N, 85°13'38" W

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

Name:	KY-1351 over ILL WILL CREEK
Structure number:	027B00014N
Old structure number:	0271351B0014 `(from 1992 edition)`
Location:	2.24 MI SW OF JCT KY 1590
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	113.9 ft. `[34.7 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	45°
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:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	421 `[as of 2012]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
Sufficiency rating:	74.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Fair	Satisfactory	Satisfactory	421	74.9
December 2015	Fair	Fair	Satisfactory	Satisfactory	421	74.9
December 2013	Fair	Fair	Satisfactory	Satisfactory	451	74.9
December 2011	Fair	Satisfactory	Good	Satisfactory	470	75.9
December 2009	Fair	Satisfactory	Good	Satisfactory	478	75.9
December 2007	Fair	Satisfactory	Good	Satisfactory	528	75.8
December 2005	Good	Good	Good	Good	414	75.9
December 2003	Good	Good	Good	Good	367	77.7
December 2001	Good	Good	Good	Good	367	77.7
December 1999	Good	Good	Good	Good	367	77.7
December 1997	Good	Good	Good	Good	367	73.7
December 1995	Good	Good	Good	Good	327	70.7
December 1993	Good	Good	Good	Good	327	66.7
December 1991	Good	Good	Good	Good	327	66.7

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girder	linear ft.	420	387	21	12	0
Deck
Reinforced Concrete Deck	sq. ft.	2,727	2,119	600	8	0
Wearing Surfaces	sq. ft.	2,284	1,982	302	0	0
Substructure
Reinforced Concrete Column	each	6	0	6	0	0
Reinforced Concrete Abutment	linear ft.	54	42	12	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	27	27	0	0	0
Reinforced Concrete Pier Cap	linear ft.	54	0	33	21	0
Joints
Pourable Joint	linear ft.	54	0	27	27	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	210	0	197	13	0