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US258 over TUCKAHOE SWAMP

Jones County, North Carolina

Map

Coordinates:
+35.01205, -77.63681
35°00'43" N, 77°38'13" W

Facts

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

Name:	US258 over TUCKAHOE SWAMP
Structure number:	000000001030001
Old structure number:	000000000103001 `(from 1992 edition)`
Location:	0.7 MI N JCT NC41
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	8.9 ft. `[2.7 m]`
Total length:	47.9 ft. `[14.6 m]`
Roadway width between curbs:	33.8 ft. `[10.3 m]`
Deck width edge-to-edge:	36.1 ft. `[11.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1950
Year reconstructed:	1965
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:	Concrete continuous `[2]`
Main spans design:	Culvert `[19]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,700 `[as of 2013]`
Truck traffic:	8% of total traffic
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Pier/abutment protection:	Navigation protection not required `[1]`
Culvert condition:	Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	82.1

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
February 2018	Fair	5 out of 10	4700	82.1
February 2016	Fair	5 out of 10	9500	77.0
February 2014	Fair	5 out of 10	9500	77.0
July 2012	Fair	5 out of 10	4400	82.4
August 2010	Fair	6 out of 10	4200	94.2
October 2008	Fair	6 out of 10	4200	94.2
October 2006	Fair	6 out of 10	4000	95.4
October 2004	Fair	6 out of 10	4000	95.4
October 2002	Fair	6 out of 10	4100	95.3
January 2001	Fair	6 out of 10	4000	95.4
October 1998	Fair	6 out of 10	4000	95.4
October 1996	Fair	6 out of 10	4000	95.4
November 1994	Fair	6 out of 10	3700	95.6
October 1992	Fair	6 out of 10	3800	95.5
October 1990	Fair	6 out of 10	4000	95.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Culvert
Reinforced Concrete Culvert	linear ft.	185	0	173	12	0

© 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/1329471