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US70 EB US258S over NEUSE RIVER

Lenoir County, North Carolina

Map

Coordinates:
+35.26104, -77.61914
35°15'40" N, 77°37'09" W

Facts

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

Name:	US70 EB US258S over NEUSE RIVER
Structure number:	000000001070060
Location:	1.2 MI.NW.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:	405.9 ft. `[123.7 m]`
Roadway width between curbs:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	36.4 ft. `[11.1 m]`
Skew angle:	15°
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:	9
Main spans material:	Prestressed concrete `[5]`
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:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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:	84.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Good	Good	Fair	14000	84.5
April 2016	Fair	Good	Good	Fair	14000	84.5
April 2014	Fair	Good	Fair	Fair	14500	84.4
April 2012	Poor	Good	Fair	Poor	13500	68.1
April 2010	Poor	Satisfactory	Satisfactory	Poor	15000	67.9
July 2008	Poor	Satisfactory	Satisfactory	Poor	15000	67.9
May 2006	Poor	Satisfactory	Satisfactory	Poor	14500	68.0
March 2004	Poor	Good	Very Good	Poor	14500	68.0
June 2002	Fair	Good	Very Good	Satisfactory	14500	95.6
May 2000	Poor	Good	Very Good	Poor	13700	68.1
February 1998	Poor	Good	Very Good	Poor	13700	68.1
January 1992	Fair	Good	Very Good	Satisfactory	8100	90.3

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 Girder/Beam	linear ft.	2,025	1,972	42	11	0
Deck
Reinforced Concrete Deck	sq. ft.	14,821	14,819	0	2	0
Substructure
Reinforced Concrete Abutment	linear ft.	98	83	15	0	0
Prestressed Concrete Pile	each	68	62	0	6	0
Reinforced Concrete Pier Cap	linear ft.	370	179	177	14	0
Joints
Pourable Joint	linear ft.	304	274	11	19	0
Bearings
Other Bearing	each	90	5	70	15	0
Steel Protective Coating	sq. ft.	90	5	0	70	15
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	814	801	3	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/1329685