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SH 301 - 01- 15.18 over GUM CREEK

Pike County, Arkansas

Facts

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

Name:	SH 301 - 01- 15.18 over GUM CREEK
Structure number:	000000000006009
Location:	1.03 MI E SH 195
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	105.0 ft. `[32.0 m]`
Roadway width between curbs:	28.2 ft. `[8.6 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:	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: March 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	180 `[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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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:	99.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Good	Good	Good	Good	180	99.7
March 2016	Good	Good	Good	Very Good	220	99.8
March 2014	Good	Good	Good	Very Good	220	99.8
April 2012	Good	Good	Good	Very Good	240	99.8
May 2010	Good	Very Good	Very Good	Very Good	240	99.8
May 2008	Good	Very Good	Very Good	Very Good	240	90.1
May 2006	Good	Very Good	Very Good	Very Good	300	90.0
May 2004	Good	Very Good	Very Good	Very Good	300	90.0
May 2002	Good	Very Good	Very Good	Very Good	210	89.8
May 2000	Good	Very Good	Very Good	Very Good	320	89.7
December 1997	Good	Very Good	Very Good	Very Good	320	89.7
June 1996	Good	Very Good	Very Good	Very Good	90	89.8
March 1994	Good	Very Good	Very Good	Very Good	90	89.8
May 1992	Good	Very Good	Very Good	Very Good	90	89.8
March 1990	Good	Very Good	Very Good	Very Good	72	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
Substructure
Reinforced Concrete Abutment	linear ft.	97	97	0	0	0
Steel Pile	each	10	5	5	0	0
Reinforced Concrete Pier Cap	linear ft.	124	124	0	0	0
Joints
Pourable Joint	linear ft.	62	62	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	210	210	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,255	3,255	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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