Share:

OLD LITTLE BARREN over GREASY CREEK

Green County, Kentucky

Map

Coordinates:
+37.14417, -85.59583
37°08'39" N, 85°35'45" W

Facts

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

Name:	OLD LITTLE BARREN over GREASY CREEK
Structure number:	044C00035N
Location:	50' SOUTH- HAND ROAD
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	34.1 ft. `[10.4 m]`
Roadway width between curbs:	14.4 ft. `[4.4 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1993
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	94 `[as of 2011]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	83.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Good	Good	Very Good	Good	94	83.2
April 2015	Good	Good	Very Good	Good	94	83.2
April 2014	Good	Good	Very Good	Good	94	83.2
April 2012	Good	Very Good	Very Good	Good	94	83.2
April 2010	Good	Very Good	Very Good	Good	46	83.2
April 2008	Good	Very Good	Very Good	Good	46	83.2
April 2006	Good	Very Good	Very Good	Good	40	83.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	136	136	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	544	0	544	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	36	0	36	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	68	68	0	0	0
Steel Protective Coating	sq. ft.	340	340	0	0	0

© Copyright 2012-19, 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/1211832