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SR1158 over WHITEOAK CREEK

Avery County, North Carolina

Map

Coordinates:
+36.09603, -81.94490
36°05'46" N, 81°56'42" W

Facts

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

Name:	SR1158 over WHITEOAK CREEK
Structure number:	000000000110088
Location:	150 FT.S.JCT.SR1157
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	33.1 ft. `[10.1 m]`
Roadway width between curbs:	19.0 ft. `[5.8 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Skew angle:	50°
Owner:	State Highway Agency `[01]`
Year built:	2001
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	100 `[as of 2000]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	45.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Poor	Good	Poor	Good	100	45.6
May 2015	Fair	Good	Fair	Good	100	73.2
May 2013	Good	Very Good	Good	Good	100	87.9
May 2011	Good	Very Good	Good	Very Good	100	86.2
May 2009	Good	Very Good	Good	Very Good	100	86.8
May 2007	Good	Very Good	Good	Very Good	100	86.8
May 2005	Good	Very Good	Good	Very Good	100	84.9
May 2003	Good	Very Good	Good	Very Good	100	84.9
December 2001	Good	Excellent	Excellent	Excellent	100	86.8
June 1999	Poor	Very Good	Good	Poor	90	54.8
August 1991	Poor	Very Good	Satisfactory	Poor	50	56.5

© 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/1320186