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US 63 Sharp Co. over CABIN CREEK

Sharp County, Arkansas

Map

Coordinates:
+36.30381, -91.44773
36°18'14" N, 91°26'52" W

Facts

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

Name:	US 63 Sharp Co. over CABIN CREEK
Structure number:	0000000000A1137
Location:	2.5 MI E JCT US 62
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	42.0 ft. `[12.8 m]`
Total length:	42.0 ft. `[12.8 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	31.5 ft. `[9.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1929
Year reconstructed:	1953
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	6,900 `[as of 2014]`
Truck traffic:	20% 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:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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 the assessed or calculated scour condition. `[8]`
Operating rating:	49.0 tons `[44.5 metric tons]`
Inventory rating:	29.9 tons `[27.2 metric tons]`
Sufficiency rating:	61.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$737,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2015	61.1	Good	Good	Good	Good	FO	6900
April 2013	61.1	Good	Good	Good	Good	FO	6900
May 2011	61.1	Good	Good	Good	Good	FO	7100
May 2010	43.0	Good	Good	Good	Good	FO	7100
April 2009	43.0	Good	Good	Good	Good	FO	7100
May 2008	43.0	Good	Good	Good	Good	FO	6900
May 2007	43.0	Good	Good	Good	Good	FO	6800
April 2005	55.1	Good	Good	Good	Good	FO	6800
April 2004	55.1	Good	Good	Good	Good	FO	6800
April 2002	54.8	Good	Good	Good	Good	FO	7600
April 2000	54.8	Fair	Good	Satisfactory	Good	FO	6600
February 1998	54.8	Good	Very Good	Good	Very Good	FO	6600
February 1996	57.0	Good	Very Good	Good	Very Good	FO	3330
February 1994	57.0	Good	Very Good	Good	Very Good	FO	3330
February 1992	54.8	Good	Very Good	Good	Very Good	FO	5397

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Wearing Surfaces	sq. ft.	1,092	1,092	0	0	0
Steel Protective Coating	sq. ft.	252	0	0	252	0

© Copyright 2012-18, 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/1025931