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SR1004 over CONTENTNEA CREEK

Greene County, North Carolina

Map

Coordinates:
+35.41324, -77.49784
35°24'48" N, 77°29'52" W

Facts

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

Name:	SR1004 over CONTENTNEA CREEK
Structure number:	000000000790038
Old structure number:	000000000079038 `(from 1992 edition)`
Location:	0.9 MI. S. OF JCT. SR1411
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	65.0 ft. `[19.8 m]`
Total length:	332.0 ft. `[101.2 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1955
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:	7
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,000 `[as of 2012]`
Truck traffic:	7% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
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:	66.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Fair	Good	Fair	2000	66.0
January 2016	Fair	Fair	Good	Fair	2000	64.9
January 2014	Fair	Fair	Good	Fair	2000	64.9
January 2012	Fair	Fair	Good	Fair	1900	65.1
January 2010	Poor	Good	Satisfactory	Serious	1900	30.6
March 2008	Poor	Fair	Satisfactory	Poor	2800	39.3
March 2006	Poor	Fair	Satisfactory	Poor	1800	47.1
December 2003	Poor	Fair	Satisfactory	Poor	1900	46.9
May 2002	Poor	Fair	Good	Poor	2700	42.7
September 2000	Poor	Fair	Good	Poor	2700	42.7
August 1998	Poor	Fair	Good	Poor	2400	43.4
August 1996	Poor	Fair	Good	Poor	1800	47.1
June 1994	Poor	Fair	Good	Poor	1500	47.8
September 1992	Fair	Satisfactory	Satisfactory	Satisfactory	1300	74.6
July 1990	Fair	Fair	Satisfactory	Satisfactory	1700	72.0

© 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/1326529