Share:

SR1525 over LINVILLE RIVER

Avery County, North Carolina

Map

Coordinates:
+35.98878, -81.94373
35°59'20" N, 81°56'37" W

Facts

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

Name:	SR1525 over LINVILLE RIVER
Structure number:	000000000110012
Location:	25 FT.N.JCT.SR1546
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	50.9 ft. `[15.5 m]`
Total length:	212.9 ft. `[64.9 m]`
Roadway width between curbs:	26.9 ft. `[8.2 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Skew angle:	30°
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]`
Number of main spans:	4
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	90 `[as of 2000]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 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 desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Satisfactory	Good	Good	90	100.0
June 2015	Fair	Satisfactory	Good	Good	90	100.0
June 2013	Good	Very Good	Very Good	Good	90	100.0
June 2011	Good	Very Good	Very Good	Very Good	90	100.0
June 2009	Good	Very Good	Very Good	Very Good	90	100.0
June 2007	Good	Very Good	Very Good	Very Good	90	100.0
June 2005	Good	Very Good	Very Good	Very Good	90	100.0
May 2003	Good	Very Good	Very Good	Very Good	90	100.0
July 2001	Good	Excellent	Excellent	Excellent	50	100.0
June 1999	Poor	Poor	Fair	Fair	50	35.2
July 1991	Poor	Serious	Poor	Serious	250	23.6

© 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/1320130