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SR1201 over BEAVERPOND CREEK

Northampton County, North Carolina

Map

Coordinates:
+36.52219, -77.62629
36°31'20" N, 77°37'35" W

Facts

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

Name:	SR1201 over BEAVERPOND CREEK
Structure number:	000000001310058
Old structure number:	000000000131058 `(from 1992 edition)`
Location:	0.8 MI N JCT NC 48
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	105.0 ft. `[32.0 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2008
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: March 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,300 `[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:	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:	95.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Very Good	Very Good	Very Good	1300	95.1
March 2015	Good	Very Good	Very Good	Very Good	1300	95.1
March 2013	Good	Very Good	Very Good	Very Good	1400	94.5
March 2011	Good	Good	Good	Good	810	95.8
March 2009	Good	Very Good	Very Good	Very Good	120	99.9
May 2008	Good	Excellent	Excellent	Excellent	940	95.7
February 2007	Poor	Poor	Poor	Poor	940	25.0
February 2005	Poor	Satisfactory	Fair	Poor	180	42.4
March 2003	Poor	Excellent	Fair	Poor	1400	17.2
January 2001	Poor	Satisfactory	Poor	Poor	1400	17.2
February 1999	Poor	Satisfactory	Poor	Poor	820	20.0
February 1997	Poor	Satisfactory	Poor	Poor	1000	19.1
February 1995	Poor	Satisfactory	Poor	Poor	900	19.5
January 1995	Poor	Satisfactory	Poor	Poor	950	19.3
February 1993	Poor	Satisfactory	Poor	Poor	900	19.5
January 1991	Poor	Satisfactory	Poor	Fair	700	26.2

© 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/1332642