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SR1723 over DEEP CREEK

Person County, North Carolina

Map

Coordinates:
+36.30261, -78.88322
36°18'09" N, 78°52'60" W

Facts

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

Name:	SR1723 over DEEP CREEK
Structure number:	000000001450127
Old structure number:	000000000145127 `(from 1992 edition)`
Location:	0.2 MI NE JCT SR1747
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	97.1 ft. `[29.6 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1998
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: February 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	300 `[as of 2012]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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 minimum criteria `[6]`
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:	89.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Good	Good	300	89.8
February 2016	Good	Good	Good	Good	100	100.0
February 2014	Good	Good	Good	Good	100	100.0
February 2012	Good	Good	Good	Very Good	100	100.0
February 2010	Good	Good	Good	Very Good	100	100.0
February 2008	Good	Good	Good	Very Good	100	100.0
November 2005	Good	Good	Good	Very Good	100	100.0
July 2003	Good	Good	Good	Very Good	100	100.0
July 2001	Good	Very Good	Very Good	Very Good	100	99.9
August 1999	Good	Very Good	Very Good	Very Good	90	100.0
June 1997	Poor	Poor	Satisfactory	Satisfactory	90	47.7
June 1995	Poor	Poor	Fair	Satisfactory	70	40.7
June 1993	Poor	Poor	Fair	Satisfactory	45	40.8
June 1991	Poor	Poor	Fair	Satisfactory	45	40.8

© 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/1333381