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US158 over GREAT SWAMP

Camden County, North Carolina

Map

Coordinates:
+36.36039, -76.12448
36°21'37" N, 76°07'28" W

Facts

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

Name:	US158 over GREAT SWAMP
Structure number:	000000000290001
Location:	0.6 MI.E.JCT SR1135
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	44.9 ft. `[13.7 m]`
Roadway width between curbs:	41.0 ft. `[12.5 m]`
Deck width edge-to-edge:	44.0 ft. `[13.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1981
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,000 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory `[6 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
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:	84.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Satisfactory	Fair	6000	84.7
November 2016	Fair	Fair	Fair	Fair	6300	80.5
November 2014	Fair	Fair	Fair	Fair	5400	81.1
November 2012	Fair	Fair	Fair	Fair	5400	81.1
November 2010	Fair	Satisfactory	Satisfactory	Satisfactory	5700	93.5
November 2008	Fair	Satisfactory	Satisfactory	Satisfactory	6000	93.3
November 2006	Fair	Satisfactory	Satisfactory	Satisfactory	5900	93.4
October 2004	Fair	Satisfactory	Satisfactory	Satisfactory	5900	93.4
October 2002	Fair	Satisfactory	Satisfactory	Satisfactory	6300	93.1
November 2000	Fair	Satisfactory	Satisfactory	Satisfactory	5800	91.4
December 1998	Fair	Satisfactory	Satisfactory	Satisfactory	5100	91.9
October 1990	Fair	Satisfactory	Satisfactory	Satisfactory	4500	95.3

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.	720	712	8	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	1,984	1,980	4	0	0
Wearing Surfaces	sq. ft.	1,935	1,770	0	165	0
Steel Protective Coating	sq. ft.	72	66	0	0	6
Substructure
Reinforced Concrete Abutment	linear ft.	109	91	0	18	0
Steel Pile	each	18	8	0	2	8
Steel Protective Coating	sq. ft.	252	198	0	0	54
Prestressed Concrete Pier Cap	linear ft.	92	42	30	20	0
Bearings
Elastomeric Bearing	each	33	33	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	90	90	0	0	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/1322096