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SH 164 over Granny Creek

Johnson County, Arkansas

Facts

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

Name:	SH 164 over Granny Creek
Structure number:	000000000005549
Location:	1.52 M E Hagerville
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	140.1 ft. `[42.7 m]`
Roadway width between curbs:	26.2 ft. `[8.0 m]`
Deck width edge-to-edge:	28.9 ft. `[8.8 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1976
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:	4
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	480 `[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:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
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:	Better than present minimum criteria `[7]`
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:	90.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	480	90.7
May 2016	Good	Good	Good	Good	390	91.0
April 2014	Good	Good	Good	Good	390	91.0
April 2012	Good	Good	Good	Good	550	90.5
April 2010	Good	Good	Good	Good	550	90.5
April 2008	Good	Good	Good	Good	550	90.5
April 2006	Good	Good	Good	Good	440	82.9
April 2004	Good	Good	Good	Good	450	82.9
June 2002	Good	Good	Very Good	Good	480	82.5
May 2000	Good	Very Good	Very Good	Very Good	500	82.4
May 1998	Good	Very Good	Very Good	Very Good	500	82.4
June 1996	Good	Very Good	Very Good	Very Good	245	87.9
June 1994	Good	Very Good	Very Good	Very Good	245	87.9
May 1992	Good	Very Good	Very Good	Very Good	245	87.9
June 1990	Good	Very Good	Very Good	Very Good	405	82.7

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	6	6	0	0	0
Reinforced Concrete Pier Cap	linear ft.	175	163	12	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	280	280	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	4,014	4,001	11	2	0
Wearing Surfaces	sq. ft.	3,640	3,640	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/1020063