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SH 28 over HOPPER 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 HOPPER CREEK
Structure number:	0000000000M0695
Location:	13.9 M E OF SCOTT COL
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	38.1 ft. `[11.6 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1963
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	2
Main spans material:	Concrete `[1]`
Main spans design:	Channel beam `[22]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	440 `[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:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	85.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Good	Satisfactory	440	85.9
May 2016	Fair	Good	Good	Satisfactory	380	86.9
April 2014	Fair	Good	Good	Fair	380	75.9
May 2012	Fair	Good	Good	Fair	600	74.8
May 2010	Fair	Good	Good	Fair	600	74.8
April 2008	Fair	Good	Good	Fair	600	54.4
June 2006	Fair	Good	Good	Fair	610	54.4
April 2004	Fair	Good	Good	Fair	510	54.5
April 2002	Fair	Very Good	Very Good	Fair	600	54.3
April 2000	Good	Very Good	Very Good	Very Good	480	65.3
May 1998	Good	Very Good	Very Good	Very Good	480	65.3
June 1996	Good	Very Good	Very Good	Very Good	250	70.9
June 1994	Good	Very Good	Very Good	Very Good	250	70.9
June 1992	Good	Very Good	Very Good	Very Good	250	70.9
May 1990	Good	Very Good	Very Good	Very Good	589	63.8

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.	266	266	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	957	957	0	0	0
Wearing Surfaces	sq. ft.	957	622	335	0	0
Substructure
Reinforced Concrete Column	each	2	2	0	0	0
Reinforced Concrete Abutment	linear ft.	50	40	10	0	0
Reinforced Concrete Pier Cap	linear ft.	25	24	1	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	76	76	0	0	0
Steel Protective Coating	sq. ft.	228	228	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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