KY-607 over CEDAR CREEK

Map

Coordinates:
+38.39722, -84.84667
38°23'50" N, 84°50'48" W

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

Name:	KY-607 over CEDAR CREEK
Structure number:	094B00030N
Old structure number:	0940607B0030 `(from 1992 edition)`
Location:	.18 MI. E.-JCT US 127
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	79.1 ft. `[24.1 m]`
Total length:	206.0 ft. `[62.8 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	31.2 ft. `[9.5 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1978
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	344 `[as of 2014]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	99.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Good	Good	Good	Good	344	99.7
April 2015	Good	Good	Good	Good	344	99.7
April 2013	Good	Good	Good	Good	465	98.6
April 2011	Good	Good	Good	Good	441	98.6
April 2009	Good	Good	Good	Good	461	98.6
June 2007	Good	Good	Good	Good	437	98.6
June 2005	Good	Good	Good	Good	400	99.6
April 2003	Good	Very Good	Very Good	Very Good	318	99.7
May 2001	Good	Very Good	Very Good	Very Good	318	99.7
March 1999	Good	Very Good	Very Good	Very Good	318	99.7
April 1997	Good	Very Good	Very Good	Very Good	170	99.8
March 1995	Good	Very Good	Very Good	Very Good	177	99.8
May 1993	Good	Very Good	Very Good	Very Good	177	99.8
March 1991	Good	Very Good	Very Good	Very Good	177	99.8

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,030	1,028	2	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,422	6,422	0	0	0
Substructure
Reinforced Concrete Column	each	6	1	5	0	0
Reinforced Concrete Abutment	linear ft.	138	126	12	0	0
Reinforced Concrete Pier Cap	linear ft.	64	64	0	0	0
Joints
Compression Joint	linear ft.	70	0	35	0	35
Bearings
Elastomeric Bearing	each	20	20	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	412	412	0	0	0