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SR1307 over SHEARER CREEK

Clay County, North Carolina

Map

Coordinates:
+35.08476, -83.77402
35°05'05" N, 83°46'26" W

Facts

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

Name:	SR1307 over SHEARER CREEK
Structure number:	000000000430074
Location:	.2 MI.E.JCT.SR1326
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	30.8 ft. `[9.4 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	24.9 ft. `[7.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1971
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: August 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	370 `[as of 2012]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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 with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	86.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Satisfactory	Satisfactory	Satisfactory	370	86.9
August 2016	Fair	Satisfactory	Good	Satisfactory	370	86.9
August 2014	Poor	Good	Poor	Good	370	30.5
August 2012	Poor	Good	Poor	Good	240	35.2
August 2010	Poor	Good	Good	Poor	310	30.5
August 2008	Poor	Good	Poor	Good	300	32.6
August 2006	Good	Good	Good	Good	420	51.1
June 2004	Good	Very Good	Good	Good	500	47.8
August 2002	Good	Very Good	Good	Good	320	49.0
August 2000	Good	Very Good	Good	Good	320	48.9
August 1998	Fair	Very Good	Satisfactory	Good	320	48.9
May 1991	Fair	Satisfactory	Very Good	Very Good	300	52.5

© 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/1323031