KY-323 over MIDDLE PITMAN CREEK

Map

Coordinates:
+37.35917, -85.40694
37°21'33" N, 85°24'25" W

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

Name:	KY-323 over MIDDLE PITMAN CREEK
Structure number:	109B00032N
Old structure number:	1090323B0032 `(from 1992 edition)`
Location:	.55 MI N.W. OF JCT KY 883
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	128.9 ft. `[39.3 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1953
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:	3
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	513 `[as of 2017]`
Truck traffic:	11% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	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:	67.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Satisfactory	Satisfactory	Good	513	67.5
March 2016	Fair	Satisfactory	Satisfactory	Good	454	63.4
March 2014	Fair	Satisfactory	Satisfactory	Good	545	63.4
March 2012	Fair	Satisfactory	Satisfactory	Good	540	63.4
March 2010	Fair	Good	Satisfactory	Good	648	65.2
March 2008	Fair	Fair	Satisfactory	Good	583	64.3
March 2006	Fair	Fair	Satisfactory	Good	514	64.4
March 2004	Fair	Satisfactory	Good	Good	740	65.0
March 2000	Fair	Satisfactory	Good	Good	740	63.9
March 1998	Fair	Satisfactory	Good	Good	740	63.9
March 1996	Fair	Satisfactory	Good	Good	740	63.9
March 1994	Fair	Satisfactory	Good	Good	452	68.1
March 1992	Fair	Satisfactory	Good	Good	452	65.1
March 1990	Fair	Satisfactory	Good	Good	452	65.1

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.	540	498	42	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,088	2,563	525	0	0
Wearing Surfaces	sq. ft.	2,840	2,840	0	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	64	64	0	0	0
Reinforced Concrete Pier Cap	linear ft.	64	50	10	4	0
Joints
Pourable Joint	linear ft.	64	0	64	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	270	0	262	8	0