Share:

SH 307 over Fourche LaFave River

Yell County, Arkansas

View more info at Bridgehunter.com

Facts

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

Name:	SH 307 over Fourche LaFave River
Structure number:	000000000006047
Location:	2.5 MI S Jct SH307&28
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	637.2 ft. `[194.2 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1984
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	11
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: October 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	200 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	97.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Good	Satisfactory	200	97.1
October 2016	Fair	Satisfactory	Good	Satisfactory	130	97.1
October 2014	Fair	Satisfactory	Good	Satisfactory	130	90.2
October 2012	Fair	Satisfactory	Good	Fair	60	79.2
October 2010	Fair	Good	Good	Fair	60	79.2
October 2008	Fair	Good	Good	Fair	60	79.2
December 2006	Good	Good	Good	Good	50	90.2
December 2004	Good	Good	Very Good	Good	50	90.2
October 2002	Good	Very Good	Very Good	Good	50	89.9
October 2000	Good	Very Good	Excellent	Very Good	70	89.9
November 1998	Good	Very Good	Excellent	Very Good	70	89.9
November 1996	Good	Very Good	Excellent	Very Good	50	89.9
November 1994	Good	Very Good	Excellent	Very Good	50	89.9
December 1992	Good	Very Good	Excellent	Very Good	50	89.9
October 1990	Good	Very Good	Excellent	Very Good	103	97.1

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.	2,540	2,000	540	0	0
Deck
Reinforced Concrete Deck	sq. ft.	19,640	13,000	6,640	0	0
Substructure
Steel Column	each	10	9	1	0	0
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	97	97	0	0	0
Reinforced Concrete Pier Cap	linear ft.	272	162	100	10	0
Bearings
Elastomeric Bearing	each	88	88	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,274	1,274	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/1020494