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SH 19 S1 LM 7.58 over HORSEHEAD CRK RELIEF

Columbia County, Arkansas

Facts

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

Name:	SH 19 S1 LM 7.58 over HORSEHEAD CRK RELIEF
Structure number:	000000000006535
Location:	3.8 M S SH 160
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	279.9 ft. `[85.3 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	32.8 ft. `[10.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1995
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:	8
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	730 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 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:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	93.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Good	Good	Very Good	Very Good	730	93.8
July 2015	Good	Very Good	Very Good	Very Good	860	89.8
July 2013	Good	Very Good	Very Good	Very Good	860	89.8
July 2011	Good	Very Good	Very Good	Very Good	760	90.0
July 2009	Good	Very Good	Very Good	Very Good	760	90.0
July 2007	Good	Very Good	Very Good	Very Good	730	93.8
September 2005	Good	Very Good	Very Good	Very Good	730	93.8
October 2003	Good	Very Good	Very Good	Very Good	870	89.8
October 2001	Good	Very Good	Very Good	Very Good	960	89.6
October 1999	Good	Very Good	Very Good	Very Good	960	89.6
October 1997	Good	Excellent	Excellent	Excellent	790	89.9
October 1995	Good	Excellent	Excellent	Excellent	790	89.9

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
Reinforced Concrete Girder/Beam	linear ft.	1,120	1,120	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	9,184	8,884	300	0	0
Substructure
Reinforced Concrete Pile	each	36	36	0	0	0
Reinforced Concrete Pier Cap	linear ft.	294	294	0	0	0
Joints
Pourable Joint	linear ft.	230	0	230	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	560	560	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/1020896