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SR1509 over BENS CREEK

Warren County, North Carolina

Map

Coordinates:
+36.38950, -77.93467
36°23'22" N, 77°56'05" W

Facts

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

Name:	SR1509 over BENS CREEK
Structure number:	000000001850016
Old structure number:	000000000185016 `(from 1992 edition)`
Location:	0.6 MI. N. JCT. SR1530
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	15.1 ft. `[4.6 m]`
Total length:	62.0 ft. `[18.9 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	28.2 ft. `[8.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1975
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:	4
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, would be posted or closed except for temporary shoring `[D]`
Average daily traffic:	260 `[as of 2013]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	39.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Poor	Fair	Fair	Poor	260	39.8
October 2015	Poor	Good	Good	Poor	230	40.5
October 2013	Poor	Good	Good	Poor	230	40.5
November 2011	Fair	Fair	Fair	Fair	90	82.0
November 2009	Fair	Fair	Satisfactory	Fair	280	80.7
March 2008	Fair	Fair	Satisfactory	Fair	280	80.7
December 2005	Fair	Fair	Satisfactory	Fair	430	77.3
September 2003	Fair	Fair	Satisfactory	Satisfactory	390	89.4
January 2002	Fair	Fair	Satisfactory	Fair	380	78.4
April 2000	Fair	Fair	Satisfactory	Fair	290	80.7
January 1998	Fair	Satisfactory	Satisfactory	Fair	290	81.7
December 1995	Fair	Satisfactory	Satisfactory	Satisfactory	230	92.8
November 1993	Fair	Satisfactory	Satisfactory	Satisfactory	230	90.5
November 1991	Poor	Satisfactory	Satisfactory	Poor	240	63.4

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