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SR1324 over SANDY RUN

Greene County, North Carolina

Map

Coordinates:
+35.54123, -77.66951
35°32'28" N, 77°40'10" W

Facts

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

Name:	SR1324 over SANDY RUN
Structure number:	000000000790009
Old structure number:	000000000079009 `(from 1992 edition)`
Location:	0.4 MI. N. JCT. SR1325
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	54.1 ft. `[16.5 m]`
Total length:	86.9 ft. `[26.5 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:	2015
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: December 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	350 `[as of 2013]`
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 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:	97.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Good	Good	Good	Good	350	97.5
December 2015	Good	Very Good	Very Good	Very Good	350	100.0
March 2015	Good	Very Good	Very Good	Very Good	350	99.9
December 2013	Poor	Good	Satisfactory	Poor	460	29.3
December 2011	Poor	Fair	Fair	Poor	470	27.1
December 2009	Fair	Good	Satisfactory	Fair	380	51.8
May 2008	Fair	Satisfactory	Satisfactory	Satisfactory	370	61.8
March 2006	Fair	Satisfactory	Satisfactory	Satisfactory	370	69.7
November 2003	Fair	Satisfactory	Satisfactory	Satisfactory	370	69.7
April 2002	Fair	Satisfactory	Satisfactory	Fair	290	59.7
August 2000	Fair	Satisfactory	Satisfactory	Fair	290	59.7
July 1998	Fair	Satisfactory	Fair	Fair	300	59.7
June 1996	Fair	Satisfactory	Fair	Fair	300	56.4
May 1994	Fair	Satisfactory	Fair	Fair	240	63.7
September 1992	Fair	Satisfactory	Fair	Fair	400	58.6
August 1990	Fair	Satisfactory	Fair	Fair	250	62.7

© 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/1326502