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US276 over LOOKING GLASS CREEEK

Transylvania County, North Carolina

Map

Coordinates:
+35.33577, -82.78809
35°20'09" N, 82°47'17" W

View more info at Bridgehunter.com

Facts

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

Name:	US276 over LOOKING GLASS CREEEK
Structure number:	000000001750087
Location:	9.9 MI.NW.JCT.US64 NC280
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	33.1 ft. `[10.1 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.2 ft. `[8.3 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1935
Year reconstructed:	1936
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	210 `[as of 2013]`
Truck traffic:	7% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	90.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Good	Good	Good	210	90.5
September 2016	Good	Good	Good	Good	210	90.5
September 2014	Good	Good	Good	Good	250	90.4
September 2012	Good	Good	Good	Good	330	84.5
September 2010	Good	Good	Good	Good	200	90.6
September 2008	Good	Good	Very Good	Good	640	83.3
October 2006	Good	Good	Very Good	Good	640	69.3
July 2004	Fair	Good	Very Good	Satisfactory	830	72.7
September 2002	Fair	Good	Very Good	Satisfactory	840	72.7
September 2000	Fair	Good	Very Good	Satisfactory	840	72.7
August 1998	Fair	Good	Very Good	Satisfactory	900	70.1
May 1990	Good	Good	Good	Good	1400	65.5

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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