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HALL RD over LONG BRANCH

Garrard County, Kentucky

Map

Coordinates:
+37.65944, -84.50861
37°39'34" N, 84°30'31" W

Facts

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

Name:	HALL RD over LONG BRANCH
Structure number:	040C00038N
Location:	.3 MI S-JCT KY 1131
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	21.3 ft. `[6.5 m]`
Total length:	24.0 ft. `[7.3 m]`
Roadway width between curbs:	14.8 ft. `[4.5 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Skew angle:	15°
Owner:	County Highway Agency `[02]`
Year built:	1990
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: November 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	30 `[as of 2012]`
Truck traffic:	7% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	79.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Good	Very Good	Very Good	Very Good	30	79.2
November 2015	Good	Good	Good	Good	30	79.2
November 2013	Good	Good	Good	Good	61	78.8
November 2011	Fair	Satisfactory	Good	Satisfactory	61	79.0
November 2009	Fair	Satisfactory	Satisfactory	Satisfactory	61	79.0
October 2007	Fair	Satisfactory	Satisfactory	Satisfactory	62	79.0
November 2005	Fair	Satisfactory	Satisfactory	Satisfactory	40	79.2

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 Closed Web/Box Girder	linear ft.	96	96	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	388	388	0	0	0
Wearing Surfaces	sq. ft.	63	36	27	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	51	51	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	45	45	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	44	44	0	0	0
Steel Protective Coating	sq. ft.	220	220	0	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/1211183