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SR1346 over BUCKHORN CREEK

Hertford County, North Carolina

Map

Coordinates:
+36.52664, -76.97492
36°31'36" N, 76°58'30" W

Facts

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

Name:	SR1346 over BUCKHORN CREEK
Structure number:	000000000910005
Old structure number:	000000000091005 `(from 1992 edition)`
Location:	0.3 MI.E.JCT.US258
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	57.1 ft. `[17.4 m]`
Total length:	62.0 ft. `[18.9 m]`
Roadway width between curbs:	28.2 ft. `[8.6 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2012
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Prestressed concrete `[5]`
Main span 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:	120 `[as of 2012]`
Truck traffic:	6% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Very Good	Very Good	Very Good	120	100.0
September 2015	Good	Very Good	Very Good	Very Good	120	100.0
September 2013	Good	Very Good	Very Good	Very Good	120	99.9
September 2011	Poor	Fair	Fair	Poor	90	39.9
September 2009	Poor	Fair	Fair	Poor	120	39.8
September 2007	Fair	Fair	Fair	Fair	190	71.9
August 2005	Poor	Fair	Fair	Poor	70	39.9
July 2003	Poor	Fair	Fair	Poor	190	39.7
August 2001	Poor	Fair	Fair	Poor	150	39.8
October 1999	Poor	Fair	Fair	Poor	130	39.8
October 1997	Fair	Fair	Fair	Fair	130	39.8
September 1995	Fair	Fair	Fair	Fair	170	71.9
January 1994	Fair	Fair	Fair	Fair	100	71.9
October 1991	Fair	Fair	Fair	Fair	130	71.9

© 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/1328354