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US 62/412 Boone over LONG CREEK

Boone County, Arkansas

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Facts

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

Name:	US 62/412 Boone over LONG CREEK
Structure number:	000000000006398
Location:	.93 MI E OF CARROLL CO
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	66.9 ft. `[20.4 m]`
Total length:	337.0 ft. `[102.7 m]`
Roadway width between curbs:	68.2 ft. `[20.8 m]`
Deck width edge-to-edge:	70.9 ft. `[21.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1992
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:	5
Main spans material:	Steel `[3]`
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: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	9,800 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	83.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	9800	83.9
August 2015	Good	Good	Good	Good	9400	80.9
August 2013	Good	Good	Good	Good	9400	80.9
August 2011	Good	Good	Good	Very Good	8600	83.9
September 2009	Good	Good	Good	Very Good	8600	83.9
October 2007	Good	Good	Good	Very Good	8400	83.9
October 2005	Good	Good	Very Good	Very Good	8100	83.9
October 2003	Good	Good	Very Good	Very Good	7700	83.9
October 2001	Good	Good	Very Good	Very Good	7400	83.9
October 1999	Good	Good	Very Good	Very Good	7400	83.9
October 1997	Good	Excellent	Excellent	Very Good	2635	83.9
October 1995	Good	Excellent	Excellent	Excellent	2635	84.0
October 1993	Good	Excellent	Excellent	Excellent	2635	81.0
May 1992	Good	Excellent	Excellent	Excellent	2635	71.6

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
Steel Girder/Beam	linear ft.	3,330	3,300	30	0	0
Deck
Reinforced Concrete Deck	sq. ft.	23,860	9,032	14,828	0	0
Substructure
Reinforced Concrete Column	each	16	15	1	0	0
Reinforced Concrete Abutment	linear ft.	182	168	14	0	0
Reinforced Concrete Pier Cap	linear ft.	256	219	10	27	0
Bearings
Movable Bearing	each	50	10	40	0	0
Fixed Bearing	each	50	42	7	1	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	674	573	101	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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