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US - 150 over BALLS FORK BRANCH

Boyle County, Kentucky

Map

Coordinates:
+37.61778, -84.73111
37°37'04" 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 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 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,294 `[as of 2017]`
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]`
Sufficiency rating:	97.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Good	Good	Satisfactory	6294	97.7
October 2016	Fair	Good	Good	Satisfactory	5999	97.7
October 2014	Fair	Good	Good	Satisfactory	6402	97.7
October 2012	Good	Good	Good	Good	5900	99.7
October 2010	Fair	Good	Fair	Satisfactory	7050	88.2
October 2008	Fair	Very Good	Fair	Satisfactory	6950	88.3
October 2006	Fair	Very Good	Fair	Satisfactory	13600	86.5
October 2004	Poor	Poor	Fair	Satisfactory	13128	84.5

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	786	753	27	6	0
Deck
Reinforced Concrete Deck	sq. ft.	5,762	5,726	36	0	0
Wearing Surfaces	sq. ft.	5,293	3,969	1,324	0	0
Substructure
Reinforced Concrete Column	each	14	14	0	0	0
Reinforced Concrete Abutment	linear ft.	86	74	3	9	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.	268	264	4	0	0

© Copyright 2012-20, 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