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NC210 over MERRICKS CREEK

Pender County, North Carolina

Map

Coordinates:
+34.44695, -77.80311
34°26'49" N, 77°48'11" W

Facts

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

Name:	NC210 over MERRICKS CREEK
Structure number:	000000001410018
Old structure number:	000000000141018 `(from 1992 edition)`
Location:	5.0 MI E OF JCT US117
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	36.1 ft. `[11.0 m]`
Total length:	113.9 ft. `[34.7 m]`
Roadway width between curbs:	29.5 ft. `[9.0 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1994
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:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,000 `[as of 2017]`
Truck traffic:	8% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
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:	81.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Good	Good	Satisfactory	5000	81.2
September 2016	Good	Very Good	Very Good	Very Good	5000	80.2
September 2014	Good	Very Good	Very Good	Very Good	5000	70.4
September 2012	Good	Good	Good	Good	4500	70.4
September 2010	Good	Good	Good	Good	4300	70.9
November 2008	Good	Good	Good	Good	5200	66.4
December 2006	Good	Very Good	Good	Good	4100	71.3
November 2004	Good	Very Good	Good	Good	4100	71.3
October 2002	Good	Very Good	Good	Very Good	4600	70.2
January 2001	Good	Very Good	Good	Very Good	5100	66.6
May 1999	Good	Very Good	Good	Very Good	4800	67.3
August 1998	Good	Very Good	Good	Very Good	8000	66.0
September 1997	Good	Very Good	Good	Very Good	2500	89.3
September 1996	Good	Very Good	Very Good	Very Good	2500	89.3
July 1994	Good	Very Good	Very Good	Very Good	2400	89.6
June 1993	Poor	Satisfactory	Serious	Satisfactory	2400	7.0
April 1991	Fair	Good	Fair	Satisfactory	650	48.4

© 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/1333165