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US158 over DUKE SWAMP

Gates County, North Carolina

Map

Coordinates:
+36.44451, -76.62432
36°26'40" N, 76°37'28" W

Facts

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

Name:	US158 over DUKE SWAMP
Structure number:	000000000730021
Old structure number:	000000000073021 `(from 1992 edition)`
Location:	0.7 MI. W. OF JCT. NC32
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	136.2 ft. `[41.5 m]`
Roadway width between curbs:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	36.7 ft. `[11.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1967
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:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,600 `[as of 2012]`
Truck traffic:	14% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	82.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Fair	Satisfactory	Fair	3600	82.8
January 2016	Fair	Fair	Good	Fair	3500	81.9
January 2014	Fair	Fair	Good	Fair	3600	81.8
January 2012	Fair	Fair	Good	Fair	3800	81.7
January 2010	Fair	Fair	Satisfactory	Fair	5000	81.0
January 2008	Fair	Satisfactory	Satisfactory	Fair	4400	82.4
January 2006	Good	Good	Good	Good	4300	93.8
October 2003	Good	Good	Good	Good	4000	93.9
March 2002	Good	Good	Good	Good	4100	93.9
February 2000	Good	Good	Good	Good	2700	92.6
February 1998	Good	Good	Good	Good	3400	92.2
March 1996	Good	Good	Good	Good	3400	92.2
July 1994	Good	Good	Good	Good	2500	92.7
April 1992	Good	Good	Good	Good	2500	92.7
March 1990	Good	Good	Good	Good	2300	92.8

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
Prestressed Concrete Girder/Beam	linear ft.	685	682	0	3	0
Deck
Reinforced Concrete Deck	sq. ft.	4,959	4,958	0	1	0
Wearing Surfaces	sq. ft.	4,620	4,620	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	102	64	0	38	0
Prestressed Concrete Pile	each	32	32	0	0	0
Reinforced Concrete Pier Cap	linear ft.	148	133	15	0	0
Joints
Pourable Joint	linear ft.	74	74	0	0	0
Bearings
Movable Bearing	each	30	6	22	2	0
Steel Protective Coating	sq. ft.	60	36	0	0	24
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	274	262	2	10	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/1326211