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US17 NC58 over TRENT RIVER

Jones County, North Carolina

Map

Coordinates:
+35.01000, -77.21901
35°00'36" N, 77°13'08" W

Facts

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

Name:	US17 NC58 over TRENT RIVER
Structure number:	000000001030009
Location:	0.9 MI.N. OF JCT.NC58
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	63.0 ft. `[19.2 m]`
Total length:	233.9 ft. `[71.3 m]`
Roadway width between curbs:	56.1 ft. `[17.1 m]`
Deck width edge-to-edge:	64.3 ft. `[19.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1959
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:	4
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	10,000 `[as of 2015]`
Truck traffic:	14% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 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:	Superior to present desirable criteria `[9]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	74.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Good	Fair	10000	74.3
November 2016	Fair	Satisfactory	Good	Fair	11000	72.8
November 2014	Fair	Satisfactory	Good	Satisfactory	11000	85.2
November 2012	Fair	Good	Good	Fair	11000	72.8
November 2010	Fair	Satisfactory	Satisfactory	Satisfactory	10000	86.1
November 2008	Fair	Satisfactory	Satisfactory	Satisfactory	10000	86.1
December 2006	Fair	Satisfactory	Good	Satisfactory	9900	86.2
November 2004	Fair	Satisfactory	Good	Satisfactory	9900	86.2
November 2002	Fair	Satisfactory	Good	Satisfactory	11000	85.2
February 2001	Fair	Satisfactory	Good	Satisfactory	9800	86.3
November 1998	Fair	Satisfactory	Good	Satisfactory	9200	86.8
November 1990	Fair	Satisfactory	Good	Good	7900	87.0

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	2,320	2,288	32	0	0
Steel Protective Coating	sq. ft.	22,320	22,320	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	14,598	13,768	800	30	0
Wearing Surfaces	sq. ft.	14,598	14,091	105	402	0
Substructure
Reinforced Concrete Abutment	linear ft.	132	28	101	3	0
Prestressed Concrete Pile	each	71	2	69	0	0
Reinforced Concrete Pier Cap	linear ft.	316	195	91	30	0
Joints
Pourable Joint	linear ft.	280	280	0	0	0
Bearings
Movable Bearing	each	80	40	40	0	0
Steel Protective Coating	sq. ft.	80	67	13	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	472	418	53	1	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/1329479