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SR1598 over NOTTELY RIVER

Cherokee County, North Carolina

Map

Coordinates:
+34.99488, -84.13936
34°59'42" N, 84°08'22" W

Facts

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

Name:	SR1598 over NOTTELY RIVER
Structure number:	000000000390078
Location:	.2 MI.N.JCT.SR1597
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	64.0 ft. `[19.5 m]`
Total length:	195.9 ft. `[59.7 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1980
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:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	300 `[as of 2000]`
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:	Equal to present minimum criteria `[6]`
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:	99.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	300	99.9
May 2016	Good	Good	Good	Good	300	99.9
May 2014	Good	Good	Good	Good	300	99.9
May 2012	Good	Good	Good	Good	300	99.9
May 2010	Good	Good	Good	Good	300	99.9
June 2008	Good	Good	Good	Good	300	99.9
June 2006	Good	Good	Good	Good	300	99.9
June 2004	Good	Good	Very Good	Good	300	99.9
July 2002	Good	Good	Very Good	Good	200	99.9
July 2000	Good	Good	Very Good	Good	200	99.9
June 1998	Good	Good	Very Good	Good	150	99.9
March 1991	Good	Very Good	Very Good	Very Good	90	92.5

© 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/1322838