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SR1236 over STECOAH CREEK

Graham County, North Carolina

Map

Coordinates:
+35.39955, -83.67722
35°23'58" N, 83°40'38" W

Facts

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

Name:	SR1236 over STECOAH CREEK
Structure number:	000000000750061
Location:	0.3 MI.N.JCT.SR1237
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	42.0 ft. `[12.8 m]`
Total length:	44.0 ft. `[13.4 m]`
Roadway width between curbs:	19.0 ft. `[5.8 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1959
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:	Posted for load `[P]`
Average daily traffic:	220 `[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:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	51.1
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	Satisfactory	220	51.1
June 2015	Good	Good	Good	Good	200	51.1
June 2013	Good	Good	Good	Good	200	51.1
June 2011	Good	Good	Good	Good	260	51.0
June 2009	Good	Good	Good	Good	380	50.6
August 2007	Good	Good	Good	Good	390	50.6
August 2005	Good	Good	Good	Good	240	50.8
July 2003	Good	Good	Good	Good	80	68.1
July 2001	Good	Good	Good	Good	80	68.1
August 1999	Good	Good	Good	Good	80	68.1
July 1991	Good	Very Good	Good	Good	140	47.3

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