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US64 over HIWASSEE RIVER

Clay County, North Carolina

Map

Coordinates:
+35.03488, -83.80870
35°02'06" N, 83°48'31" W

Facts

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

Name:	US64 over HIWASSEE RIVER
Structure number:	000000000430006
Location:	150 FT.W.JCT.SR1147
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	68.9 ft. `[21.0 m]`
Total length:	210.0 ft. `[64.0 m]`
Roadway width between curbs:	80.1 ft. `[24.4 m]`
Deck width edge-to-edge:	83.0 ft. `[25.3 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:	3
Main spans material:	Prestressed concrete continuous `[6]`
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:	9,400 `[as of 2013]`
Truck traffic:	8% 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:	Superior to present desirable criteria `[9]`
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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	90.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	9400	90.1
May 2016	Good	Good	Good	Good	9400	90.1
May 2014	Good	Good	Good	Good	7200	91.9
May 2012	Good	Good	Good	Good	8050	91.2
May 2010	Good	Very Good	Very Good	Very Good	7100	92.0
August 2008	Good	Very Good	Very Good	Very Good	8800	90.6
August 2006	Good	Very Good	Excellent	Excellent	8500	90.8
July 2004	Good	Excellent	Excellent	Excellent	8200	91.1
December 2001	Good	Excellent	Excellent	Excellent	8100	91.2
September 2000	Fair	Good	Satisfactory	Satisfactory	6500	56.4
September 1998	Fair	Good	Satisfactory	Satisfactory	6500	56.4
June 1991	Fair	Satisfactory	Satisfactory	Satisfactory	4700	50.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	2,277	2,277	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	17,449	15,737	1,712	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	240	237	3	0	0
Steel Pile	each	40	40	0	0	0
Reinforced Concrete Pier Cap	linear ft.	385	384	0	1	0
Concrete Protective Coating	sq. ft.	478	478	0	0	0
Joints
Pourable Joint	linear ft.	192	44	148	0	0
Bearings
Elastomeric Bearing	each	66	66	0	0	0
Steel Protective Coating	sq. ft.	330	330	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	422	352	70	0	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/1322994