Share:

US13/64 EB over COLLIE SWAMP

Martin County, North Carolina

Map

Coordinates:
+35.83987, -77.19692
35°50'24" N, 77°11'49" W

Facts

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

Name:	US13/64 EB over COLLIE SWAMP
Structure number:	000000001170254
Location:	1.3MI.W. OF JCT.US64 ALT
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	270.0 ft. `[82.3 m]`
Roadway width between curbs:	38.4 ft. `[11.7 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1999
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:	6
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2008

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,500 `[as of 2007]`
Truck traffic:	14% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2008	Fair	Good	Satisfactory	Very Good	4500	100.0

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.	3,122	3,122	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	9,352	9,352	0	0	0
Wearing Surfaces	sq. ft.	10,492	10,415	77	0	0
Substructure
Reinforced Concrete Column	each	1	1	0	0	0
Steel Pile	each	50	43	7	0	0
Reinforced Concrete Pier Cap	linear ft.	321	321	0	0	0
Joints
Pourable Joint	linear ft.	195	195	0	0	0
Bearings
Elastomeric Bearing	each	168	168	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	542	485	53	4	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/1330834