Share:

SR1719 over DEEP CREEK

Person County, North Carolina

Map

Coordinates:
+36.33179, -78.88935
36°19'54" N, 78°53'22" W

Facts

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

Name:	SR1719 over DEEP CREEK
Structure number:	000000001450104
Old structure number:	000000000145104 `(from 1992 edition)`
Location:	0.1 MI. E. OF JCT. SR1717
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	34.1 ft. `[10.4 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:	1988
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:	360 `[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:	Very Good `[8 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 with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	89.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Good	Very Good	360	89.9
February 2016	Good	Good	Good	Very Good	360	89.9
February 2014	Good	Good	Good	Very Good	360	89.9
February 2012	Good	Good	Good	Very Good	350	89.9
February 2010	Good	Good	Good	Very Good	360	89.9
February 2008	Good	Very Good	Good	Very Good	280	89.9
November 2005	Good	Very Good	Very Good	Very Good	280	89.9
July 2003	Good	Good	Good	Very Good	300	89.9
July 2001	Good	Very Good	Very Good	Very Good	300	89.9
July 1999	Good	Very Good	Very Good	Very Good	280	89.9
June 1997	Good	Very Good	Very Good	Very Good	300	89.9
June 1995	Good	Very Good	Very Good	Very Good	220	93.9
June 1993	Good	Very Good	Very Good	Very Good	300	88.9
July 1991	Good	Very Good	Very Good	Very Good	300	88.9

© 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/1333378