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SR1003 over LYNCH CREEK

Franklin County, North Carolina

Map

Coordinates:
+36.16367, -78.35439
36°09'49" N, 78°21'16" W

Facts

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

Name:	SR1003 over LYNCH CREEK
Structure number:	000000000690044
Location:	0.6 MI S. OF SR1254
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	51.8 ft. `[15.8 m]`
Total length:	94.2 ft. `[28.7 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2013
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:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	740 `[as of 2015]`
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:	97.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Very Good	Very Good	Very Good	740	97.4
October 2015	Good	Good	Good	Good	760	91.2
November 2013	Good	Good	Good	Good	760	91.2
May 2011	Fair	Fair	Fair	Fair	820	54.7
May 2009	Poor	Fair	Fair	Poor	830	41.0
July 2007	Poor	Fair	Fair	Poor	750	47.7
May 2005	Poor	Fair	Fair	Poor	1100	45.6
July 2003	Poor	Satisfactory	Satisfactory	Poor	970	48.8
August 2001	Poor	Fair	Satisfactory	Poor	950	47.8
October 2000	Poor	Satisfactory	Satisfactory	Poor	950	48.8
March 1998	Poor	Satisfactory	Satisfactory	Poor	750	47.6
January 1992	Fair	Satisfactory	Satisfactory	Fair	600	48.0

© 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/1325804