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SR1432 over CHINKAPIN CREEK

Hertford County, North Carolina

Map

Coordinates:
+36.25285, -76.84951
36°15'10" N, 76°50'58" W

Facts

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

Name:	SR1432 over CHINKAPIN CREEK
Structure number:	000000000910049
Old structure number:	000000000091049 `(from 1992 edition)`
Location:	2.3 MI.S.JCT.NC561
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	120.1 ft. `[36.6 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	27.6 ft. `[8.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1998
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:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	130 `[as of 2013]`
Truck traffic:	6% 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:	94.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Good	Good	Good	130	94.4
September 2015	Fair	Satisfactory	Satisfactory	Good	100	99.9
September 2013	Fair	Satisfactory	Satisfactory	Good	100	99.9
September 2011	Fair	Fair	Fair	Good	110	82.4
September 2009	Fair	Fair	Satisfactory	Satisfactory	70	98.9
September 2007	Fair	Satisfactory	Good	Good	70	99.9
July 2005	Good	Good	Good	Good	90	99.9
July 2003	Good	Very Good	Very Good	Very Good	170	94.3
August 2001	Good	Very Good	Very Good	Very Good	20	100.0
October 1999	Good	Very Good	Very Good	Very Good	40	100.0
June 1998	Good	Very Good	Very Good	Very Good	40	100.0
December 1997	Poor	Satisfactory	Satisfactory	Poor	120	20.7
October 1995	Poor	Satisfactory	Satisfactory	Poor	120	20.7
February 1994	Fair	Good	Satisfactory	Fair	140	20.5
November 1991	Fair	Good	Satisfactory	Fair	120	20.7

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