KY-742 over ROARING PAUNCH CREEK

Map

Coordinates:
+36.66917, -84.49417
36°40'09" N, 84°29'39" W

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

Name:	KY-742 over ROARING PAUNCH CREEK
Structure number:	074B00011N
Old structure number:	0740742B0011 `(from 1992 edition)`
Location:	1.3 MI S.W. OF JCT KY 741
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	71.5 ft. `[21.8 m]`
Total length:	148.0 ft. `[45.1 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	28.2 ft. `[8.6 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1962
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:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	516 `[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:	Satisfactory `[6 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:	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:	73.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Satisfactory	Satisfactory	Satisfactory	516	73.1
February 2016	Fair	Satisfactory	Satisfactory	Satisfactory	496	55.9
February 2014	Fair	Fair	Satisfactory	Satisfactory	467	55.1
February 2012	Poor	Poor	Satisfactory	Satisfactory	457	53.0
February 2010	Fair	Fair	Satisfactory	Good	543	53.1
February 2008	Fair	Fair	Satisfactory	Good	587	52.5
February 2006	Fair	Satisfactory	Good	Good	577	53.8
February 2004	Fair	Satisfactory	Good	Good	597	51.5
February 2002	Good	Good	Good	Good	597	51.5
February 2000	Good	Good	Good	Good	597	50.5
February 1998	Good	Good	Good	Good	597	45.8
February 1996	Good	Good	Good	Good	597	45.8
February 1994	Good	Good	Good	Good	353	59.6
February 1992	Good	Good	Good	Good	353	59.6
February 1990	Good	Good	Good	Good	353	59.6

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	350	350	0	0	0
Steel Protective Coating	sq. ft.	2,100	2,100	0	0	0
Reinforced Concrete Girder/Beam	linear ft.	296	288	8	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,888	3,828	52	8	0
Wearing Surfaces	sq. ft.	3,456	3,456	0	0	0
Substructure
Reinforced Concrete Column	each	6	3	3	0	0
Reinforced Concrete Abutment	linear ft.	64	44	18	2	0
Reinforced Concrete Pier Cap	linear ft.	33	20	8	5	0
Joints
Compression Joint	linear ft.	27	0	27	0	0
Bearings
Movable Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	20	20	0	0	0
Fixed Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	20	20	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	288	284	1	3	0