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SR1307 over HIWASSEE RIVER

Clay County, North Carolina

Map

Coordinates:
+35.05541, -83.81608
35°03'19" N, 83°48'58" W

Facts

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

Name:	SR1307 over HIWASSEE RIVER
Structure number:	000000000430010
Location:	150 FT.E.JCT.SR1306
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	64.0 ft. `[19.5 m]`
Total length:	196.9 ft. `[60.0 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	31.2 ft. `[9.5 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1986
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:	2,300 `[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:	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 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:	89.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	2300	89.3
May 2016	Good	Good	Good	Good	2600	89.1
May 2014	Good	Good	Good	Good	2600	89.1
May 2012	Good	Good	Good	Good	2700	89.1
May 2010	Good	Good	Good	Good	4800	80.2
July 2008	Good	Good	Good	Good	4800	80.2
August 2006	Good	Good	Good	Good	2900	81.3
June 2004	Good	Good	Very Good	Good	2900	81.3
August 2002	Good	Good	Very Good	Good	2600	89.1
August 2000	Good	Good	Very Good	Good	2600	89.1
August 1998	Good	Good	Very Good	Good	2100	89.4
May 1991	Good	Very Good	Very Good	Very Good	1500	91.0

© 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/1322998