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I40 WBL over DUTCHMANS CREEK

Davie County, North Carolina

Map

Coordinates:
+35.95271, -80.53874
35°57'10" N, 80°32'19" W

Facts

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

Name:	I40 WBL over DUTCHMANS CREEK
Structure number:	000000000590062
Location:	0.5 MI. W. JCT. SR1410
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	181.1 ft. `[55.2 m]`
Roadway width between curbs:	39.4 ft. `[12.0 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1968
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:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	18,500 `[as of 2015]`
Truck traffic:	23% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	95.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Good	Good	Good	Good	18500	95.3
November 2016	Good	Good	Good	Good	17000	95.4
November 2014	Good	Good	Good	Good	17000	95.4
November 2012	Good	Good	Good	Good	17000	95.4
November 2010	Good	Good	Very Good	Good	15500	95.6
December 2008	Good	Good	Very Good	Good	17000	95.4
December 2006	Good	Good	Very Good	Good	16000	95.5
December 2004	Good	Good	Very Good	Good	15500	95.6
December 2002	Good	Good	Very Good	Good	15500	95.6
January 2001	Good	Good	Very Good	Good	15000	95.6
April 1999	Good	Good	Very Good	Good	14200	96.7
January 1991	Fair	Satisfactory	Very Good	Good	9925	97.3

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.	1,080	1,079	1	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,596	2,693	4,500	403	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	90	90	0	0	0
Prestressed Concrete Pier Cap	linear ft.	40	0	39	1	0
Reinforced Concrete Pier Cap	linear ft.	120	60	60	0	0
Joints
Pourable Joint	linear ft.	160	80	56	0	24
Bearings
Fixed Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	18	18	0	0	0
Other Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	18	18	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	364	0	363	1	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/1324476