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US52 over SOUTH FORK JONES CREEK

Anson County, North Carolina

Map

Coordinates:
+34.89117, -80.01738
34°53'28" N, 80°01'03" W

Facts

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

Name:	US52 over SOUTH FORK JONES CREEK
Structure number:	000000000070014
Location:	0.6 MI. N. JCT. SR1127
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	121.1 ft. `[36.9 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1954
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:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,500 `[as of 2013]`
Truck traffic:	8% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	82.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Fair	Good	Good	Satisfactory	3500	82.6
January 2015	Fair	Good	Good	Satisfactory	3500	82.6
January 2013	Fair	Satisfactory	Fair	Fair	4100	71.4
January 2011	Poor	Satisfactory	Poor	Fair	4100	55.2
January 2009	Poor	Satisfactory	Poor	Fair	4500	51.3
December 2006	Poor	Satisfactory	Poor	Fair	4700	49.8
December 2004	Poor	Satisfactory	Poor	Fair	4700	49.8
January 2003	Poor	Satisfactory	Poor	Fair	4200	49.9
January 2001	Poor	Satisfactory	Poor	Fair	4500	47.8
January 1999	Fair	Satisfactory	Fair	Fair	5600	61.9
November 1990	Fair	Satisfactory	Fair	Satisfactory	3700	65.8

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
Steel Girder/Beam	linear ft.	488	458	11	19	0
Deck
Reinforced Concrete Deck	sq. ft.	3,947	3,398	549	0	0
Wearing Surfaces	sq. ft.	3,380	3,187	41	152	0
Substructure
Reinforced Concrete Abutment	linear ft.	68	46	22	0	0
Steel Pile	each	15	0	8	7	0
Reinforced Concrete Pier Cap	linear ft.	118	70	28	20	0
Joints
Pourable Joint	linear ft.	56	48	8	0	0
Bearings
Movable Bearing	each	12	0	11	1	0
Fixed Bearing	each	12	8	4	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	244	100	144	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/1319676