CR 1206 over OVER LITTLE SANDY

Map

Coordinates:
+38.11889, -83.10500
38°07'08" N, 83°06'18" W

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

Name:	CR 1206 over OVER LITTLE SANDY
Structure number:	032C00032N
Location:	.39 MI N.OF S.JCT KY 7
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	184.1 ft. `[56.1 m]`
Total length:	208.0 ft. `[63.4 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	21.0 ft. `[6.4 m]`
Vertical clearance above deck:	16.4 ft. `[5.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1930
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	266 `[as of 2009]`
Truck traffic:	11% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	21.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Poor	Fair	Serious	Good	266	21.6
April 2017	Poor	Fair	Serious	Good	-	38.0
July 2016	Poor	Fair	Serious	Good	50	38.0
November 2015	Poor	Fair	Poor	Good	50	38.0
August 2014	Poor	Fair	Serious	Good	50	37.0
July 2013	Poor	Fair	Poor	Good	50	42.5
July 2012	Poor	Fair	Poor	Good	-	42.5
July 2011	Poor	Fair	Poor	Good	-	42.5
July 2010	Poor	Fair	Poor	Good	-	42.5
December 2009	Poor	Fair	Poor	Good	50	42.5
November 2008	Poor	Fair	Poor	Good	50	42.5
November 2006	Poor	Fair	Poor	Good	3303	49.0

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.	63	63	0	0	0
Steel Stringer	linear ft.	919	0	633	281	5
Steel Protective Coating	sq. ft.	4,284	0	3,634	100	550
Deck
Reinforced Concrete Deck	sq. ft.	3,864	3,698	70	96	0
Wearing Surfaces	sq. ft.	3,680	3,460	160	60	0
Superstructure
Steel Truss	linear ft.	368	0	220	145	3
Steel Protective Coating	sq. ft.	9,153	0	6,043	2,200	910
Steel Floor Beam	linear ft.	197	0	100	97	0
Steel Protective Coating	sq. ft.	1,507	0	832	375	300
Deck
Reinforced Concrete Top Flange	sq. ft.	525	390	125	10	0
Wearing Surfaces	sq. ft.	500	224	216	60	0
Superstructure
Steel Gusset Plate	each	48	20	23	4	1
Steel Protective Coating	sq. ft.	375	0	267	72	36
Substructure
Reinforced Concrete Abutment	linear ft.	60	60	0	0	0
Reinforced Concrete Pier Cap	linear ft.	33	22	11	0	0
Joints
Pourable Joint	linear ft.	84	0	0	0	84
Bearings
Movable Bearing	each	2	0	2	0	0
Steel Protective Coating	sq. ft.	8	2	2	2	2
Fixed Bearing	each	2	0	1	1	0
Steel Protective Coating	sq. ft.	8	3	3	1	1
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	417	0	344	26	47
Steel Protective Coating	sq. ft.	2,085	0	1,353	417	315