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SH 28 over GAFFORD CREEK

Yell County, Arkansas

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Facts

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

Name:	SH 28 over GAFFORD CREEK
Structure number:	000000000005286
Location:	6.89 MI E SCOTT CO.LIN
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	79.1 ft. `[24.1 m]`
Total length:	201.1 ft. `[61.3 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	31.8 ft. `[9.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1969
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:	3
Main spans material:	Steel continuous `[4]`
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: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	290 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 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 desirable criteria `[8]`
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]`
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:	91.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Satisfactory	Good	290	91.4
May 2016	Fair	Good	Satisfactory	Good	310	91.4
April 2014	Fair	Good	Satisfactory	Good	310	91.4
April 2012	Fair	Good	Satisfactory	Good	340	91.4
April 2010	Fair	Good	Satisfactory	Good	340	91.4
April 2008	Fair	Good	Satisfactory	Good	340	90.0
May 2006	Fair	Good	Satisfactory	Good	340	90.0
April 2004	Good	Good	Good	Very Good	310	90.0
April 2002	Good	Very Good	Good	Very Good	350	89.7
April 2000	Good	Very Good	Very Good	Very Good	360	89.7
May 1998	Good	Very Good	Very Good	Very Good	360	89.7
June 1996	Good	Very Good	Very Good	Very Good	165	89.8
June 1994	Good	Very Good	Very Good	Very Good	165	99.9
June 1992	Good	Very Good	Very Good	Very Good	165	99.9
May 1990	Good	Very Good	Very Good	Very Good	370	99.9

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
Steel Girder/Beam	linear ft.	796	0	780	16	0
Deck
Reinforced Concrete Deck	sq. ft.	5,832	5,232	600	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	64	64	0	0	0
Reinforced Concrete Pier Cap	linear ft.	56	56	0	0	0
Bearings
Movable Bearing	each	12	0	12	0	0
Fixed Bearing	each	4	0	4	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	402	402	0	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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