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SH 28-Scott Co. over Kelly Creek

Scott County, Arkansas

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Facts

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

Name:	SH 28-Scott Co. over Kelly Creek
Structure number:	000000000003340
Location:	1.5 MI W OF NOLA
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	27.9 ft. `[8.5 m]`
Total length:	84.0 ft. `[25.6 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.6 ft. `[8.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1961
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:	3
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	280 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	81.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Satisfactory	Satisfactory	Satisfactory	280	81.7
December 2015	Fair	Satisfactory	Satisfactory	Satisfactory	270	81.8
December 2013	Fair	Good	Good	Satisfactory	270	81.8
February 2012	Fair	Good	Good	Satisfactory	300	66.2
January 2010	Fair	Good	Good	Satisfactory	300	66.2
February 2008	Fair	Good	Good	Satisfactory	250	70.8
March 2006	Good	Good	Very Good	Good	250	70.8
April 2004	Good	Good	Very Good	Good	240	70.9
April 2002	Good	Good	Very Good	Very Good	280	66.1
April 2000	Good	Good	Very Good	Very Good	300	66.0
April 1998	Good	Good	Very Good	Very Good	300	66.0
April 1996	Fair	Satisfactory	Satisfactory	Good	150	70.8
April 1994	Fair	Satisfactory	Satisfactory	Good	150	70.3
April 1992	Fair	Satisfactory	Satisfactory	Good	150	70.3
April 1990	Fair	Satisfactory	Good	Very Good	341	65.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	4	2	2	0	0
Reinforced Concrete Abutment	linear ft.	60	60	0	0	0
Reinforced Concrete Pier Cap	linear ft.	50	39	7	4	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	168	134	34	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,016	1,386	588	42	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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