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NC11 over CAPE FEAR RIVER OVERFLOW

Bladen County, North Carolina

Map

Coordinates:
+34.40258, -78.26544
34°24'09" N, 78°15'56" W

Facts

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

Name:	NC11 over CAPE FEAR RIVER OVERFLOW
Structure number:	000000000170018
Old structure number:	000000000017018 `(from 1992 edition)`
Location:	1.9 MI.N.JCT.NC87
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	73.2 ft. `[22.3 m]`
Total length:	375.0 ft. `[114.3 m]`
Roadway width between curbs:	31.8 ft. `[9.7 m]`
Deck width edge-to-edge:	35.1 ft. `[10.7 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:	5
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:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,500 `[as of 2013]`
Truck traffic:	7% 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:	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:	86.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Good	Good	3500	86.2
February 2016	Good	Good	Good	Good	3500	86.2
June 2015	Poor	Fair	Poor	Fair	3500	6.0
June 2013	Poor	Fair	Poor	Fair	3600	6.0
June 2011	Poor	Fair	Poor	Fair	3300	6.0
June 2009	Poor	Fair	Poor	Satisfactory	3200	6.0
February 2008	Poor	Fair	Poor	Satisfactory	3300	6.0
August 2006	Poor	Fair	Poor	Satisfactory	3300	6.0
April 2004	Poor	Poor	Poor	Satisfactory	3300	4.0
April 2002	Poor	Poor	Poor	Poor	1900	9.8
April 2000	Poor	Poor	Poor	Poor	3000	4.0
February 1998	Poor	Poor	Poor	Satisfactory	3800	31.9
February 1996	Poor	Satisfactory	Poor	Fair	1400	51.1
December 1993	Poor	Satisfactory	Poor	Fair	1400	51.1
December 1991	Poor	Satisfactory	Poor	Satisfactory	2200	48.3

© 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/1320500