Share:

SR1525 over CAMP CREEK

Avery County, North Carolina

Map

Coordinates:
+35.98121, -81.93521
35°58'52" N, 81°56'07" W

Facts

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

Name:	SR1525 over CAMP CREEK
Structure number:	000000000110061
Location:	.8 MI.SE.JCT.SR1531
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	27.9 ft. `[8.5 m]`
Total length:	30.8 ft. `[9.4 m]`
Roadway width between curbs:	11.2 ft. `[3.4 m]`
Deck width edge-to-edge:	12.8 ft. `[3.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1950
Year reconstructed:	1960
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: June 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	90 `[as of 2000]`
Truck traffic:	6% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	48.0
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
June 2017	Poor	Poor	Satisfactory	Poor	90	48.0
June 2015	Poor	Poor	Satisfactory	Poor	90	4.8
June 2013	Poor	Poor	Satisfactory	Poor	90	4.8
June 2011	Poor	Poor	Fair	Poor	90	3.0
June 2009	Poor	Poor	Fair	Poor	90	4.0
June 2007	Poor	Poor	Fair	Poor	90	4.0
June 2005	Poor	Poor	Satisfactory	Fair	90	34.1
May 2003	Fair	Fair	Satisfactory	Satisfactory	90	43.0
July 2001	Fair	Fair	Satisfactory	Satisfactory	90	45.2
June 1999	Fair	Fair	Satisfactory	Satisfactory	50	45.3
July 1991	Poor	Satisfactory	Satisfactory	Serious	250	21.1

© 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/1320172