Share:

US17N over LITTLE RIVER

Perquimans County, North Carolina

Map

Coordinates:
+36.24383, -76.33025
36°14'38" N, 76°19'49" W

Facts

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

Name:	US17N over LITTLE RIVER
Structure number:	000000001430016
Location:	1.1 MI.N. JCT.SR1367
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	120.1 ft. `[36.6 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1969
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:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,500 `[as of 2011]`
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 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:	98.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Satisfactory	Satisfactory	Satisfactory	7500	98.3
December 2015	Fair	Satisfactory	Good	Satisfactory	8500	99.2
December 2013	Fair	Satisfactory	Good	Fair	7500	88.2
December 2011	Fair	Fair	Good	Fair	7500	87.2
December 2009	Fair	Fair	Fair	Satisfactory	8500	87.1
December 2007	Fair	Satisfactory	Good	Satisfactory	7500	99.3
November 2005	Fair	Satisfactory	Good	Satisfactory	7500	99.3
August 2003	Fair	Satisfactory	Good	Satisfactory	7000	99.3
January 2002	Fair	Satisfactory	Good	Satisfactory	6500	99.4
January 2000	Fair	Satisfactory	Good	Satisfactory	6000	97.4
January 1992	Good	Good	Good	Good	3750	93.5

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.	720	598	121	0	1
Steel Protective Coating	sq. ft.	5,388	3,514	890	0	984
Deck
Reinforced Concrete Deck	sq. ft.	5,040	5,040	0	0	0
Wearing Surfaces	sq. ft.	4,800	4,798	0	2	0
Substructure
Reinforced Concrete Abutment	linear ft.	104	104	0	0	0
Prestressed Concrete Pile	each	34	34	0	0	0
Reinforced Concrete Pier Cap	linear ft.	176	158	11	7	0
Joints
Pourable Joint	linear ft.	88	52	0	36	0
Bearings
Movable Bearing	each	36	4	31	1	0
Steel Protective Coating	sq. ft.	72	21	0	0	51
Bridge Rail
Other Material Bridge Rail	linear ft.	240	231	9	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/1333284