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SR1230 over STECOAH CREEK

Graham County, North Carolina

Map

Coordinates:
+35.37050, -83.69074
35°22'14" N, 83°41'27" W

Facts

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

Name:	SR1230 over STECOAH CREEK
Structure number:	000000000750041
Location:	50 FT.E.JCT.SR1228
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	36.1 ft. `[11.0 m]`
Roadway width between curbs:	17.7 ft. `[5.4 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1968
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	90 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	79.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Good	Satisfactory	Fair	90	79.1
June 2015	Fair	Good	Good	Fair	90	79.9
June 2013	Fair	Good	Good	Fair	90	79.9
June 2011	Fair	Good	Good	Fair	110	64.1
June 2009	Fair	Good	Good	Satisfactory	130	74.9
August 2007	Fair	Very Good	Good	Satisfactory	80	89.9
August 2005	Poor	Poor	Good	Satisfactory	80	83.7
July 2003	Fair	Satisfactory	Good	Satisfactory	100	86.7
July 2001	Fair	Satisfactory	Good	Satisfactory	80	85.5
August 1999	Fair	Satisfactory	Good	Good	110	71.7
July 1991	Good	Very Good	Very Good	Good	80	85.5

© 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/1326272