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US158 over RUN SWAMP

Camden County, North Carolina

Map

Coordinates:
+36.36343, -76.11773
36°21'48" N, 76°07'04" W

Facts

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

Name:	US158 over RUN SWAMP
Structure number:	000000000290009
Old structure number:	000000000029009 `(from 1992 edition)`
Location:	0.8MI E. OF JCT SR1206
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	69.9 ft. `[21.3 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	30.2 ft. `[9.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	2002
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:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	7,400 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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:	73.9
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	Good	Good	Good	Good	7400	73.9
October 2016	Fair	Good	Good	Satisfactory	5500	75.7
October 2014	Fair	Good	Good	Satisfactory	6300	74.9
October 2012	Good	Good	Good	Good	6450	74.8
October 2010	Good	Good	Good	Good	5700	75.5
October 2008	Good	Good	Good	Good	6700	74.5
November 2006	Good	Good	Good	Good	5900	75.3
November 2004	Good	Good	Good	Good	5900	75.3
October 2002	Good	Good	Good	Good	6300	74.9
November 2000	Poor	Poor	Fair	Poor	5800	25.9
December 1998	Poor	Poor	Fair	Poor	5100	26.3
December 1996	Poor	Poor	Poor	Poor	5400	25.9
November 1994	Poor	Poor	Fair	Fair	4800	51.3
November 1992	Poor	Poor	Fair	Fair	4300	52.0
November 1990	Poor	Poor	Fair	Fair	4500	58.7

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 Closed Web/Box Girder	linear ft.	680	669	0	11	0
Deck
Prestressed Concrete Top Flange	sq. ft.	2,040	2,040	0	0	0
Wearing Surfaces	sq. ft.	1,928	1,896	27	5	0
Substructure
Reinforced Concrete Abutment	linear ft.	89	89	0	0	0
Steel Pile	each	21	14	7	0	0
Steel Protective Coating	sq. ft.	210	84	0	126	0
Reinforced Concrete Pier Cap	linear ft.	102	102	0	0	0
Joints
Pourable Joint	linear ft.	28	28	0	0	0
Bearings
Elastomeric Bearing	each	40	40	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	140	70	0	70	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/1322103