KY-139 over BURGE CREEK

Map

Coordinates:
+36.81806, -87.81500
36°49'05" N, 87°48'54" W

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

Name:	KY-139 over BURGE CREEK
Structure number:	111B00012N
Old structure number:	1110139B0012 `(from 1992 edition)`
Location:	1.8 MI NOR. OF JCT KY 525
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	194.9 ft. `[59.4 m]`
Roadway width between curbs:	23.0 ft. `[7.0 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1932
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:	4
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	2,072 `[as of 2017]`
Truck traffic:	12% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	49.2
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$633,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Poor	Poor	Poor	Poor	2072	49.2
June 2016	Poor	Poor	Poor	Poor	1830	49.4
June 2014	Poor	Poor	Poor	Poor	1956	49.3
June 2012	Poor	Poor	Poor	Poor	1810	49.4
June 2010	Poor	Poor	Poor	Poor	1960	49.3
June 2008	Poor	Poor	Poor	Poor	1860	49.4
August 2006	Fair	Fair	Fair	Fair	2160	67.7
June 2004	Fair	Fair	Fair	Fair	2083	67.8
July 2000	Fair	Fair	Fair	Fair	2057	67.8
July 1998	Fair	Fair	Fair	Fair	2057	67.8
June 1996	Fair	Fair	Fair	Fair	2057	64.8
June 1994	Fair	Satisfactory	Fair	Fair	1388	66.2
June 1992	Fair	Satisfactory	Fair	Fair	1388	65.6
June 1990	Fair	Satisfactory	Fair	Fair	1388	65.6

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 Girder/Beam	linear ft.	975	0	939	36	0
Deck
Reinforced Concrete Top Flange	sq. ft.	5,051	0	5,051	0	0
Wearing Surfaces	sq. ft.	4,481	0	4,441	40	0
Substructure
Reinforced Concrete Column	each	6	0	0	6	0
Reinforced Concrete Pier Wall	linear ft.	90	0	0	90	0
Reinforced Concrete Abutment	linear ft.	86	0	86	0	0
Reinforced Concrete Pier Cap	linear ft.	120	0	0	120	0
Joints
Pourable Joint	linear ft.	99	0	0	0	99
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	390	0	390	0	0
Steel Protective Coating	sq. ft.	1,950	1,950	0	0	0