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SR1326 over WHITE OAK CREEK

Polk County, North Carolina

Map

Coordinates:
+35.26274, -82.03060
35°15'46" N, 82°01'50" W

Facts

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

Name:	SR1326 over WHITE OAK CREEK
Structure number:	000000001490083
Location:	.1 MI.N.JCT.SR1339
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	48.9 ft. `[14.9 m]`
Total length:	127.0 ft. `[38.7 m]`
Roadway width between curbs:	29.5 ft. `[9.0 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1999
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	560 `[as of 2014]`
Truck traffic:	6% 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:	Better than present minimum criteria `[7]`
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:	98.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	560	98.7
August 2015	Good	Good	Good	Good	390	99.8
August 2013	Good	Good	Good	Good	390	99.8
August 2011	Good	Good	Good	Good	540	99.7
August 2009	Good	Good	Good	Very Good	390	99.8
August 2007	Good	Good	Good	Very Good	440	99.8
September 2005	Good	Very Good	Very Good	Very Good	530	99.7
August 2003	Good	Very Good	Very Good	Very Good	380	99.8
September 2001	Good	Excellent	Excellent	Excellent	420	99.8
December 1999	Good	Excellent	Excellent	Excellent	420	99.8
July 1991	Fair	Satisfactory	Good	Good	300	38.8

© 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/1333706