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SR1206 over SMITH CREEK

Warren County, North Carolina

Map

Coordinates:
+36.50188, -78.25216
36°30'07" N, 78°15'08" W

Facts

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

Name:	SR1206 over SMITH CREEK
Structure number:	000000001850025
Location:	0.8 MI.S.SR1218
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	134.8 ft. `[41.1 m]`
Roadway width between curbs:	30.5 ft. `[9.3 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	2009
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: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[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:	Better than present minimum criteria `[7]`
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
August 2017	Good	Very Good	Very Good	Very Good	100	100.0
August 2015	Good	Very Good	Very Good	Very Good	200	99.9
August 2013	Good	Good	Good	Good	200	99.9
September 2011	Good	Good	Good	Good	200	99.9
September 2009	Good	Excellent	Excellent	Excellent	200	99.9
April 2008	Poor	Fair	Fair	Poor	200	22.4
January 2006	Fair	Fair	Fair	Fair	200	35.1
October 2003	Fair	Fair	Fair	Fair	200	35.1
March 2002	Fair	Fair	Fair	Fair	170	35.1
April 2000	Fair	Fair	Fair	Fair	170	35.1
January 1998	Fair	Fair	Fair	Fair	170	35.1
November 1991	Poor	Poor	Fair	Fair	70	42.0

© 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/1337959