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US401 NC39 NC56 over TAR RIVER

Franklin County, North Carolina

Map

Coordinates:
+36.09450, -78.29767
36°05'40" N, 78°17'52" W

Facts

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

Name:	US401 NC39 NC56 over TAR RIVER
Structure number:	000000000690033
Location:	0.3 MI. S. JCT. NC56
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	300.9 ft. `[91.7 m]`
Roadway width between curbs:	75.8 ft. `[23.1 m]`
Deck width edge-to-edge:	83.7 ft. `[25.5 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	1982
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:	5
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: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	19,000 `[as of 2015]`
Truck traffic:	14% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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:	98.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Satisfactory	Satisfactory	Satisfactory	19000	98.2
May 2015	Fair	Satisfactory	Good	Good	20000	98.1
May 2013	Fair	Fair	Good	Good	21000	95.0
May 2011	Fair	Fair	Good	Good	22000	94.9
May 2009	Fair	Fair	Very Good	Good	19000	95.3
June 2007	Fair	Fair	Very Good	Satisfactory	21000	95.0
April 2005	Fair	Good	Satisfactory	Good	19000	96.3
July 2003	Good	Good	Very Good	Good	20000	94.1
July 2001	Good	Good	Very Good	Good	19000	94.3
October 2000	Good	Good	Very Good	Good	21000	94.0
March 1998	Good	Good	Very Good	Good	15400	95.8
January 1992	Good	Good	Very Good	Good	15200	97.7

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 Girder/Beam	linear ft.	3,300	3,285	10	5	0
Deck
Reinforced Concrete Deck	sq. ft.	25,148	2,647	22,500	1	0
Substructure
Reinforced Concrete Column	each	8	1	7	0	0
Reinforced Concrete Abutment	linear ft.	200	199	1	0	0
Steel Pile	each	32	32	0	0	0
Reinforced Concrete Pier Cap	linear ft.	516	401	98	17	0
Joints
Pourable Joint	linear ft.	340	195	60	0	85
Compression Joint	linear ft.	170	82	88	0	0
Bearings
Elastomeric Bearing	each	110	110	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	302	132	170	0	0
Other Material Bridge Rail	linear ft.	302	302	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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