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SR1411 over POLECAT BRANCH

Greene County, North Carolina

Map

Coordinates:
+35.43258, -77.54355
35°25'57" N, 77°32'37" W

Facts

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

Name:	SR1411 over POLECAT BRANCH
Structure number:	000000000790058
Old structure number:	000000000079058 `(from 1992 edition)`
Location:	1.0 MI E. OF JCT. SR1400
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	71.9 ft. `[21.9 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	30.2 ft. `[9.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	2000
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:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	560 `[as of 2012]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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:	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:	86.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Good	Good	Fair	560	86.4
January 2016	Fair	Good	Good	Satisfactory	560	97.2
January 2014	Fair	Good	Good	Satisfactory	560	97.2
January 2012	Good	Good	Good	Good	660	97.2
January 2010	Fair	Very Good	Very Good	Satisfactory	630	97.2
March 2008	Good	Very Good	Very Good	Very Good	600	97.2
March 2006	Good	Very Good	Very Good	Very Good	600	97.2
December 2003	Fair	Satisfactory	Very Good	Very Good	680	97.2
July 2002	Good	Very Good	Very Good	Very Good	500	97.3
August 1998	Poor	Fair	Fair	Poor	500	40.2
August 1996	Poor	Fair	Poor	Poor	1100	28.8
June 1994	Poor	Fair	Poor	Poor	400	41.4
September 1992	Poor	Fair	Poor	Poor	500	39.2
August 1990	Poor	Fair	Poor	Poor	350	41.5

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