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US - 150 over BALLS FORK BRANCH

Boyle County, Kentucky

Map

Coordinates:
+37.61742, -84.73105
37°37'03" N, 84°43'52" W

Facts

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

Name:	US - 150 over BALLS FORK BRANCH
Structure number:	011B00040L
Location:	WBL .1M E-OF E-JCT US150B
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	43.0 ft. `[13.1 m]`
Total length:	130.9 ft. `[39.9 m]`
Roadway width between curbs:	39.4 ft. `[12.0 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1971
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 continuous `[6]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,999 `[as of 2014]`
Truck traffic:	8% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 the assessed or calculated scour condition. `[8]`
Operating rating:	90.3 tons `[82.1 metric tons]`
Inventory rating:	54.2 tons `[49.3 metric tons]`
Sufficiency rating:	97.7

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
October 2016	97.7	Fair	Good	Good	Satisfactory	-	5999
October 2014	97.7	Fair	Good	Good	Satisfactory	-	6402
October 2012	99.7	Good	Good	Good	Good	-	5900
October 2010	88.2	Fair	Good	Fair	Satisfactory	-	7050
October 2008	88.3	Fair	Very Good	Fair	Satisfactory	-	6950
October 2006	86.5	Fair	Very Good	Fair	Satisfactory	-	13600
October 2004	84.5	Poor	Poor	Fair	Satisfactory	SD	13128

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	792	773	4	15	0
Deck
Reinforced Concrete Deck	sq. ft.	5,711	5,583	96	32	0
Wearing Surfaces	sq. ft.	5,187	5,059	96	32	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	86	74	11	1	0
Reinforced Concrete Pier Cap	linear ft.	82	82	0	0	0
Joints
Compression Joint	linear ft.	86	0	86	0	0
Bearings
Elastomeric Bearing	each	36	36	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	264	264	0	0	0

© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1207830