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SR1341 over BETHEL CREEK

Perquimans County, North Carolina

Map

Coordinates:
+36.11201, -76.48562
36°06'43" N, 76°29'08" W

Facts

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

Name:	SR1341 over BETHEL CREEK
Structure number:	000000001430012
Location:	0.4 MI. E. JCT. SR1342
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	43.0 ft. `[13.1 m]`
Total length:	85.0 ft. `[25.9 m]`
Roadway width between curbs:	27.6 ft. `[8.4 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	2014
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: November 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	560 `[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:	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:	97.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Good	Very Good	Very Good	Good	560	97.3
November 2015	Good	Very Good	Very Good	Very Good	560	97.4
November 2013	Poor	Poor	Poor	Poor	560	25.9
November 2011	Poor	Fair	Fair	Poor	520	28.1
November 2009	Fair	Fair	Fair	Fair	750	48.7
December 2007	Poor	Fair	Fair	Poor	660	40.9
November 2005	Poor	Fair	Fair	Poor	660	40.9
September 2003	Poor	Fair	Fair	Poor	680	40.9
January 2002	Poor	Fair	Fair	Poor	700	40.9
February 2000	Poor	Fair	Fair	Poor	780	34.6
January 1992	Fair	Satisfactory	Satisfactory	Satisfactory	500	54.3

© 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/1333280