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US64 WBL over WELCH CREEK

Martin County, North Carolina

Map

Coordinates:
+35.82907, -76.78489
35°49'45" N, 76°47'06" W

Facts

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

Name:	US64 WBL over WELCH CREEK
Structure number:	000000001170033
Location:	100 EAST OF JCT. SR 1591
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	33.1 ft. `[10.1 m]`
Total length:	104.0 ft. `[31.7 m]`
Roadway width between curbs:	39.0 ft. `[11.9 m]`
Deck width edge-to-edge:	42.3 ft. `[12.9 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1989
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: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,500 `[as of 2017]`
Truck traffic:	14% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
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:	87.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Fair	Fair	Fair	1500	87.8
May 2016	Fair	Satisfactory	Satisfactory	Fair	6000	81.6
May 2014	Fair	Fair	Fair	Satisfactory	6000	80.5
May 2012	Fair	Fair	Fair	Good	4000	83.0
June 2010	Good	Good	Good	Good	4300	95.4
June 2008	Fair	Satisfactory	Satisfactory	Good	5500	94.1
July 2006	Fair	Satisfactory	Satisfactory	Good	4250	95.4
January 2004	Fair	Satisfactory	Satisfactory	Good	4000	95.7
April 2002	Fair	Satisfactory	Satisfactory	Good	4000	93.7
April 2000	Fair	Satisfactory	Satisfactory	Good	9900	87.3
June 1998	Fair	Satisfactory	Satisfactory	Good	9500	87.8
December 1989	Good	Very Good	Very Good	Very Good	5800	85.4

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.	1,428	1,410	0	13	5
Deck
Prestressed Concrete Top Flange	sq. ft.	4,284	4,284	0	0	0
Wearing Surfaces	sq. ft.	4,064	3,644	0	420	0
Substructure
Reinforced Concrete Abutment	linear ft.	118	114	2	2	0
Prestressed Concrete Pile	each	26	12	14	0	0
Reinforced Concrete Pier Cap	linear ft.	194	140	0	54	0
Joints
Pourable Joint	linear ft.	82	82	0	0	0
Bearings
Elastomeric Bearing	each	84	84	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	252	186	3	63	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/1330761