KY-700 over INDIAN CREEK

Map

Coordinates:
+36.80222, -84.37528
36°48'08" N, 84°22'31" W

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

Name:	KY-700 over INDIAN CREEK
Structure number:	074B00026N
Old structure number:	0740700B0026 `(from 1992 edition)`
Location:	2.3 MI S OF JCT KY 1045
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	71.5 ft. `[21.8 m]`
Total length:	169.0 ft. `[51.5 m]`
Roadway width between curbs:	25.6 ft. `[7.8 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	1982
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:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	301 `[as of 2015]`
Truck traffic:	11% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	42.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Poor	Poor	Poor	Satisfactory	301	42.6
February 2016	Poor	Poor	Poor	Satisfactory	212	47.2
February 2014	Poor	Poor	Poor	Satisfactory	235	47.2
February 2012	Poor	Poor	Poor	Satisfactory	278	44.4
February 2010	Fair	Fair	Fair	Satisfactory	265	81.0
February 2008	Fair	Fair	Fair	Satisfactory	221	85.5
February 2006	Fair	Satisfactory	Satisfactory	Very Good	203	97.5
February 2004	Good	Good	Good	Very Good	271	93.0
February 2002	Good	Good	Very Good	Very Good	271	93.0
February 2000	Good	Good	Good	Very Good	271	93.0
February 1998	Good	Good	Very Good	Very Good	271	93.0
February 1996	Good	Good	Very Good	Very Good	271	93.0
February 1994	Good	Good	Very Good	Very Good	164	97.7
February 1992	Good	Good	Very Good	Very Good	164	97.7
February 1990	Good	Good	Very Good	Very Good	164	97.7

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 Closed Web/Box Girder	linear ft.	1,522	522	349	365	286
Deck
Prestressed Concrete Top Flange	sq. ft.	4,566	2,249	1,912	405	0
Substructure
Reinforced Concrete Column	each	4	1	3	0	0
Reinforced Concrete Abutment	linear ft.	76	64	12	0	0
Reinforced Concrete Pier Cap	linear ft.	60	45	12	3	0
Joints
Pourable Joint	linear ft.	54	0	0	22	32
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	338	338	0	0	0
Steel Protective Coating	sq. ft.	1,690	1,690	0	0	0