KY-355 over SEVERN CREEK

Map

Coordinates:
+38.46528, -84.92278
38°27'55" N, 84°55'22" W

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

Name:	KY-355 over SEVERN CREEK
Structure number:	094B00006N
Old structure number:	0940355B0006 `(from 1992 edition)`
Location:	1.8 MI S.E. OF JCT KY 22
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	147.0 ft. `[44.8 m]`
Total length:	264.1 ft. `[80.5 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	24.9 ft. `[7.6 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1942
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	805 `[as of 2016]`
Truck traffic:	19% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	64.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Satisfactory	Satisfactory	Satisfactory	805	64.3
April 2017	Poor	Satisfactory	Critical	Satisfactory	805	18.3
January 2016	Fair	Satisfactory	Satisfactory	Satisfactory	712	65.9
April 2013	Fair	Satisfactory	Satisfactory	Satisfactory	712	65.9
July 2011	Fair	Fair	Satisfactory	Fair	710	53.7
May 2009	Fair	Fair	Satisfactory	Fair	796	52.1
February 2008	Fair	Fair	Satisfactory	Fair	744	53.7
June 2005	Fair	Fair	Satisfactory	Fair	791	54.1
April 2003	Good	Good	Good	Very Good	816	64.0
April 2001	Good	Good	Very Good	Very Good	816	64.0
October 2000	Good	Good	Very Good	Very Good	816	64.0
April 1999	Good	Good	Very Good	Very Good	816	64.0
April 1997	Good	Good	Very Good	Very Good	816	64.0
May 1996	Good	Good	Very Good	Very Good	816	64.0
March 1995	Good	Very Good	Very Good	Very Good	402	64.4
May 1993	Good	Very Good	Very Good	Very Good	402	68.4
May 1991	Good	Very Good	Very Good	Very Good	402	68.4

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.	460	425	35	0	0
Steel Stringer	linear ft.	750	703	46	1	0
Steel Protective Coating	sq. ft.	3,540	3,540	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,585	6,190	395	0	0
Superstructure
Steel Truss	linear ft.	300	90	210	0	0
Steel Protective Coating	sq. ft.	2,540	2,540	0	0	0
Steel Floor Beam	linear ft.	176	99	77	0	0
Steel Protective Coating	sq. ft.	1,752	1,752	0	0	0
Steel Gusset Plate	each	28	17	11	0	0
Steel Protective Coating	sq. ft.	424	424	0	0	0
Substructure
Reinforced Concrete Column	each	8	6	2	0	0
Reinforced Concrete Abutment	linear ft.	64	28	32	4	0
Reinforced Concrete Pier Cap	linear ft.	91	67	24	0	0
Joints
Strip Seal Joint	linear ft.	48	48	0	0	0
Pourable Joint	linear ft.	120	15	17	0	88
Bearings
Movable Bearing	each	2	2	0	0	0
Steel Protective Coating	sq. ft.	8	8	0	0	0
Fixed Bearing	each	2	2	0	0	0
Steel Protective Coating	sq. ft.	8	8	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	300	229	61	10	0
Steel Protective Coating	sq. ft.	600	600	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	230	164	54	12	0