KY-89 over STATION CAMP CREEK

Map

Coordinates:
+37.69250, -83.97639
37°41'33" N, 83°58'35" W

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

Name:	KY-89 over STATION CAMP CREEK
Structure number:	033B00012N
Old structure number:	0330089B0012 `(from 1992 edition)`
Location:	.40 MI SOU. OF JCT KY 52-
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	75.1 ft. `[22.9 m]`
Total length:	419.0 ft. `[127.7 m]`
Roadway width between curbs:	21.7 ft. `[6.6 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1940
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	3,758 `[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:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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:	61.8
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$1,351,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Good	Satisfactory	3758	61.8
May 2016	Fair	Good	Good	Satisfactory	3758	63.2
May 2014	Fair	Good	Good	Satisfactory	3935	62.8
May 2012	Fair	Good	Good	Satisfactory	4230	60.2
May 2010	Fair	Very Good	Satisfactory	Fair	4060	47.1
May 2008	Poor	Satisfactory	Serious	Fair	3880	16.0
April 2006	Poor	Good	Poor	Fair	4290	33.0
April 2005	Poor	Good	Poor	Fair	4060	33.0
June 2004	Fair	Good	Fair	Good	3580	48.4
April 2000	Fair	Good	Fair	Satisfactory	3580	48.4
June 1998	Fair	Satisfactory	Fair	Satisfactory	3580	48.4
May 1996	Fair	Good	Satisfactory	Satisfactory	3580	61.7
April 1994	Fair	Good	Satisfactory	Satisfactory	926	64.0
May 1993	Fair	Good	Satisfactory	Satisfactory	926	64.0
April 1992	Fair	Satisfactory	Satisfactory	Good	926	64.0
April 1990	Fair	Satisfactory	Satisfactory	Good	926	64.0

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	2,080	2,080	0	0	0
Steel Protective Coating	sq. ft.	17,420	17,420	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	10,859	10,859	0	0	0
Wearing Surfaces	sq. ft.	9,077	9,077	0	0	0
Substructure
Steel Column	each	13	13	0	0	0
Steel Protective Coating	sq. ft.	1	1	0	0	0
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	67	67	0	0	0
Reinforced Concrete Pier Cap	linear ft.	230	140	90	0	0
Joints
Compression Joint	linear ft.	92	92	0	0	0
Bearings
Movable Bearing	each	10	8	2	0	0
Steel Protective Coating	sq. ft.	1	1	0	0	0
Enclosed/Concealed Bearing	each	60	60	0	0	0
Fixed Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	1	1	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	720	720	0	0	0
Steel Protective Coating	sq. ft.	3,600	3,600	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	120	120	0	0	0