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US74 W over GUM SWAMP CREEK

Scotland County, North Carolina

Map

Coordinates:
+34.79972, -79.53206
34°47'59" N, 79°31'55" W

Facts

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

Name:	US74 W over GUM SWAMP CREEK
Structure number:	000000001650023
Location:	0.1 MI. E. JCT. SR1354
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	43.0 ft. `[13.1 m]`
Total length:	134.8 ft. `[41.1 m]`
Roadway width between curbs:	41.7 ft. `[12.7 m]`
Deck width edge-to-edge:	45.3 ft. `[13.8 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	2015
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 continuous `[6]`
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: February 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	9,000 `[as of 2013]`
Truck traffic:	12% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
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 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:	97.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Very Good	Good	9000	97.2
February 2016	Fair	Fair	Fair	Fair	10000	64.9
January 2013	Fair	Fair	Fair	Fair	10000	64.9
February 2011	Fair	Satisfactory	Fair	Fair	10000	62.3
May 2009	Fair	Satisfactory	Satisfactory	Fair	9500	63.2
November 2007	Fair	Good	Satisfactory	Fair	10250	45.2
October 2005	Fair	Good	Satisfactory	Fair	10250	45.2
August 2003	Fair	Good	Satisfactory	Fair	11000	48.5
September 2001	Fair	Good	Satisfactory	Fair	10000	48.8
December 1999	Fair	Good	Satisfactory	Fair	11000	48.5
October 1991	Poor	Good	Satisfactory	Poor	7125	30.2

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.	665	665	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,670	5,670	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	148	146	2	0	0
Steel Pile	each	26	26	0	0	0
Steel Protective Coating	sq. ft.	3,248	3,248	0	0	0
Reinforced Concrete Pier Cap	linear ft.	238	238	0	0	0
Joints
Pourable Joint	linear ft.	90	25	0	65	0
Bearings
Elastomeric Bearing	each	30	30	0	0	0
Steel Protective Coating	sq. ft.	30	30	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	270	243	27	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/1335638