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US70 WB US258 NB over NEUSE RIVER

Lenoir County, North Carolina

Map

Coordinates:
+35.26119, -77.61897
35°15'40" N, 77°37'08" W

Facts

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

Name:	US70 WB US258 NB over NEUSE RIVER
Structure number:	000000001070062
Location:	1.2 MI.W. JCT. NC11 55
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	404.9 ft. `[123.4 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	33.5 ft. `[10.2 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1956
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:	9
Main spans material:	Steel `[3]`
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: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	14,000 `[as of 2013]`
Truck traffic:	12% 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:	Basically intolerable requiring high priority of corrrective action `[3]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	65.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Satisfactory	Fair	14000	65.0
April 2016	Fair	Satisfactory	Satisfactory	Satisfactory	14000	76.3
April 2014	Fair	Fair	Good	Fair	14000	63.9
April 2012	Fair	Fair	Good	Fair	13000	64.1
April 2010	Fair	Satisfactory	Satisfactory	Fair	14500	64.6
July 2008	Fair	Satisfactory	Satisfactory	Fair	14500	64.6
May 2006	Fair	Satisfactory	Satisfactory	Fair	15000	64.0
March 2004	Fair	Satisfactory	Very Good	Satisfactory	14500	76.3
June 2002	Fair	Satisfactory	Very Good	Satisfactory	14500	76.3
May 2000	Fair	Satisfactory	Very Good	Fair	13700	65.0
February 1998	Fair	Satisfactory	Very Good	Satisfactory	13700	76.3
January 1992	Fair	Satisfactory	Very Good	Satisfactory	10000	79.1

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.	1,584	1,550	33	1	0
Steel Protective Coating	sq. ft.	15,660	15,658	0	0	2
Deck
Reinforced Concrete Deck	sq. ft.	12,726	11,641	1,085	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	72	23	49	0	0
Steel Pile	each	14	14	0	0	0
Steel Protective Coating	sq. ft.	840	840	0	0	0
Other Material Pile	each	48	14	33	1	0
Reinforced Concrete Pier Cap	linear ft.	292	235	56	1	0
Joints
Pourable Joint	linear ft.	264	207	32	25	0
Bearings
Other Bearing	each	72	8	64	0	0
Steel Protective Coating	sq. ft.	72	8	2	62	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	810	632	149	1	28

© 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/1329687