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NC53 over ANGOLA CREEK

Pender County, North Carolina

Map

Coordinates:
+34.65625, -77.73515
34°39'23" N, 77°44'07" W

Facts

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

Name:	NC53 over ANGOLA CREEK
Structure number:	000000001410037
Old structure number:	000000000141037 `(from 1992 edition)`
Location:	2.0 MI W. OF JCT NC50
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	41.0 ft. `[12.5 m]`
Total length:	127.0 ft. `[38.7 m]`
Roadway width between curbs:	28.2 ft. `[8.6 m]`
Deck width edge-to-edge:	32.5 ft. `[9.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1947
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:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,300 `[as of 2013]`
Truck traffic:	7% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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:	59.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Fair	Fair	Fair	3300	59.9
October 2016	Fair	Fair	Fair	Fair	3300	50.8
October 2014	Fair	Fair	Fair	Fair	3300	50.8
October 2012	Fair	Fair	Fair	Fair	3300	50.8
October 2010	Fair	Fair	Satisfactory	Good	3000	63.7
December 2008	Fair	Fair	Satisfactory	Fair	2800	52.9
January 2007	Poor	Satisfactory	Satisfactory	Poor	3000	37.1
February 2005	Poor	Satisfactory	Satisfactory	Poor	3000	37.1
July 2003	Poor	Satisfactory	Satisfactory	Poor	3300	36.1
January 2001	Poor	Satisfactory	Satisfactory	Poor	3800	34.3
May 1999	Poor	Satisfactory	Satisfactory	Poor	3500	35.4
July 1997	Poor	Satisfactory	Satisfactory	Poor	3500	35.4
June 1995	Poor	Satisfactory	Satisfactory	Poor	2700	45.9
May 1993	Poor	Satisfactory	Satisfactory	Poor	2400	42.7
April 1991	Poor	Satisfactory	Satisfactory	Poor	2400	42.7

© 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/1333183