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I95 SBL over ROANOKE RIVER

Northampton County, North Carolina

Map

Coordinates:
+36.45046, -77.62085
36°27'02" N, 77°37'15" W

Facts

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

Name:	I95 SBL over ROANOKE RIVER
Structure number:	000000001310011
Location:	1.4 MI. S. JCT. NC46
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	224.1 ft. `[68.3 m]`
Total length:	1134.9 ft. `[345.9 m]`
Roadway width between curbs:	47.9 ft. `[14.6 m]`
Deck width edge-to-edge:	51.2 ft. `[15.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1999
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:	6
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	17,500 `[as of 2013]`
Truck traffic:	16% of total traffic
Deck condition:	Fair `[5 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:	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 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:	95.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Fair	Fair	Good	Good	17500	95.3
January 2015	Fair	Fair	Good	Good	17500	95.3
January 2013	Good	Good	Good	Very Good	17000	96.4
January 2011	Fair	Satisfactory	Good	Very Good	17000	96.4
January 2009	Fair	Satisfactory	Good	Very Good	20500	96.1
March 2007	Fair	Satisfactory	Good	Very Good	20500	96.1
April 2005	Good	Good	Very Good	Very Good	19000	96.2
March 2003	Good	Good	Very Good	Very Good	19000	96.2
January 2001	Good	Good	Very Good	Very Good	19500	96.2
May 1999	Good	Good	Very Good	Very Good	18000	96.3
October 1989	Fair	Satisfactory	Satisfactory	Satisfactory	10200	75.8

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
Steel Girder/Beam	linear ft.	5,660	5,656	4	0	0
Steel Protective Coating	sq. ft.	119,710	119,708	0	2	0
Deck
Reinforced Concrete Deck	sq. ft.	57,978	53,892	4,059	27	0
Substructure
Reinforced Concrete Column	each	15	5	10	0	0
Reinforced Concrete Abutment	linear ft.	208	179	11	18	0
Steel Pile	each	40	40	0	0	0
Reinforced Concrete Pier Cap	linear ft.	358	355	2	1	0
Joints
Assembly with Seal	each	144	81	60	3	0
Bearings
Pot Bearing	each	40	36	4	0	0
Steel Protective Coating	sq. ft.	40	40	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,272	725	1,547	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/1332596