Share:

US64 EBL over GARDNERS CREEK

Martin County, North Carolina

Map

Coordinates:
+35.81141, -76.93298
35°48'41" N, 76°55'59" W

Facts

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

Name:	US64 EBL over GARDNERS CREEK
Structure number:	000000001170238
Location:	0.5 MI.E. OF JCT.SR1511
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	180.1 ft. `[54.9 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 m]`
Skew angle:	26°
Owner:	State Highway Agency `[01]`
Year built:	1992
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:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,700 `[as of 2013]`
Truck traffic:	14% of total traffic
Deck condition:	Fair `[5 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:	98.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Fair	Satisfactory	Satisfactory	3700	98.7
May 2016	Fair	Fair	Satisfactory	Satisfactory	3700	98.7
May 2014	Fair	Satisfactory	Good	Good	3500	99.7
May 2012	Good	Good	Good	Good	3700	99.7
June 2010	Good	Good	Good	Good	3750	99.7
June 2008	Good	Good	Good	Good	3750	99.7
September 2006	Good	Good	Good	Good	3950	99.6
February 2004	Good	Good	Good	Good	3450	99.7
April 2002	Good	Good	Good	Good	3700	99.7
April 2000	Good	Good	Good	Good	3450	99.7
August 1998	Good	Good	Good	Good	2750	99.7

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.	915	915	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,440	7,348	90	2	0
Substructure
Reinforced Concrete Abutment	linear ft.	162	135	6	21	0
Prestressed Concrete Pile	each	34	18	16	0	0
Reinforced Concrete Pier Cap	linear ft.	190	171	18	1	0
Joints
Pourable Joint	linear ft.	168	160	0	8	0
Bearings
Elastomeric Bearing	each	30	30	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	360	0	0	360	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/1330818