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US64 264 over SPENCER S CREEK

Dare County, North Carolina

Map

Coordinates:
+35.87994, -75.77474
35°52'48" N, 75°46'29" W

Facts

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

Name:	US64 264 over SPENCER S CREEK
Structure number:	000000000550007
Location:	0.8 MI.E. JCT.US264
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	101.1 ft. `[30.8 m]`
Roadway width between curbs:	62.7 ft. `[19.1 m]`
Deck width edge-to-edge:	65.9 ft. `[20.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2001
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:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,900 `[as of 2013]`
Truck traffic:	14% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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:	74.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Satisfactory	Good	3900	74.0
September 2016	Fair	Satisfactory	Satisfactory	Good	3900	75.0
September 2014	Fair	Satisfactory	Satisfactory	Good	3900	75.0
September 2012	Good	Good	Good	Good	4300	75.0
September 2010	Good	Very Good	Very Good	Very Good	4400	75.0
August 2008	Good	Very Good	Very Good	Very Good	4400	75.0
September 2006	Good	Very Good	Very Good	Very Good	3800	75.0
July 2004	Good	Very Good	Very Good	Very Good	4000	75.0
August 2002	Good	Very Good	Very Good	Very Good	4700	75.0
July 2000	Fair	Fair	Fair	Fair	3100	46.5
June 1998	Fair	Fair	Fair	Fair	2500	43.5
August 1991	Fair	Satisfactory	Fair	Fair	2400	44.7

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 Closed Web/Box Girder	linear ft.	2,178	2,177	0	1	0
Deck
Prestressed Concrete Top Flange	sq. ft.	6,534	6,534	0	0	0
Wearing Surfaces	sq. ft.	6,373	6,084	289	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	174	172	2	0	0
Prestressed Concrete Pile	each	44	44	0	0	0
Reinforced Concrete Pier Cap	linear ft.	284	284	0	0	0
Joints
Pourable Joint	linear ft.	264	264	0	0	0
Bearings
Elastomeric Bearing	each	132	132	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	202	0	202	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/1324032