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NC11 BYP. SBL over SOUTH WEST CREEK

Lenoir County, North Carolina

Map

Coordinates:
+35.14890, -77.70622
35°08'56" N, 77°42'22" W

Facts

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

Name:	NC11 BYP. SBL over SOUTH WEST CREEK
Structure number:	000000001070176
Location:	.4 MI. N. JCT. SR114
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	59.1 ft. `[18.0 m]`
Total length:	687.0 ft. `[209.4 m]`
Roadway width between curbs:	30.2 ft. `[9.2 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2003
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:	12
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,000 `[as of 2013]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 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:	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:	82.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Satisfactory	Good	Good	4000	82.5
March 2016	Good	Good	Good	Good	4000	82.5
March 2014	Fair	Good	Satisfactory	Good	3950	82.5
March 2012	Good	Good	Good	Good	3550	82.6
March 2010	Good	Good	Very Good	Very Good	4100	82.5
June 2008	Good	Good	Very Good	Very Good	4100	82.5
May 2006	Good	Good	Very Good	Very Good	4100	82.5
March 2004	Good	Very Good	Very Good	Very Good	4300	82.5
June 2003	Good	Very Good	Very Good	Very Good	3000	82.7

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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