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NC4 over BEAR SWAMP

Halifax County, North Carolina

Map

Coordinates:
+36.27798, -77.88429
36°16'41" N, 77°53'03" W

Facts

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

Name:	NC4 over BEAR SWAMP
Structure number:	000000000830052
Location:	0.4 MI.S.JCT.SR1322
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	106.0 ft. `[32.3 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1950
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:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,100 `[as of 2012]`
Truck traffic:	8% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 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 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:	63.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Fair	Satisfactory	Fair	1100	63.8
July 2015	Fair	Fair	Satisfactory	Fair	1100	63.8
July 2013	Fair	Fair	Satisfactory	Fair	1100	63.8
July 2011	Fair	Fair	Satisfactory	Fair	1200	63.7
July 2009	Fair	Fair	Satisfactory	Fair	1100	62.6
November 2007	Fair	Fair	Satisfactory	Fair	1200	62.5
October 2005	Poor	Poor	Good	Fair	1400	64.4
September 2003	Poor	Poor	Good	Fair	1300	64.5
September 2001	Poor	Poor	Good	Fair	1000	64.8
October 2000	Poor	Poor	Good	Fair	980	64.8
July 1998	Poor	Poor	Good	Fair	970	64.9
June 1990	Poor	Poor	Good	Fair	1000	58.4

© 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/1327455