Share:

US74 EBL over GOULDS FORK CREEK

Anson County, North Carolina

Map

Coordinates:
+34.97987, -80.12396
34°58'48" N, 80°07'26" W

Facts

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

Name:	US74 EBL over GOULDS FORK CREEK
Structure number:	000000000070049
Old structure number:	000000000007049 `(from 1992 edition)`
Location:	0.4 MI. E. JCT. SR1207
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	120.1 ft. `[36.6 m]`
Roadway width between curbs:	39.7 ft. `[12.1 m]`
Deck width edge-to-edge:	42.7 ft. `[13.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1970
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: April 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	9,000 `[as of 2015]`
Truck traffic:	14% 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:	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:	96.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Good	Good	Good	Good	9000	96.2
April 2015	Good	Good	Good	Good	17000	95.4
April 2013	Good	Good	Good	Good	9000	96.2
April 2011	Fair	Satisfactory	Good	Very Good	8000	95.3
April 2009	Fair	Satisfactory	Good	Very Good	8000	95.3
April 2007	Fair	Satisfactory	Good	Very Good	8500	90.2
April 2005	Fair	Satisfactory	Good	Very Good	8500	90.2
March 2003	Fair	Satisfactory	Good	Very Good	8500	95.2
May 2001	Fair	Satisfactory	Good	Very Good	7500	95.3
March 1999	Fair	Satisfactory	Good	Very Good	7750	95.3
February 1997	Good	Good	Very Good	Very Good	6200	95.4
March 1995	Good	Good	Very Good	Very Good	6200	95.5
March 1993	Good	Good	Very Good	Very Good	5750	95.6
March 1991	Good	Good	Very Good	Very Good	5750	95.6

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.	702	701	1	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,098	0	0	5,098	0
Substructure
Prestressed Concrete Column	each	10	10	0	0	0
Other Material Abutment	linear ft.	86	85	1	0	0
Prestressed Concrete Pile	each	30	30	0	0	0
Reinforced Concrete Pier Cap	linear ft.	176	172	4	0	0
Joints
Pourable Joint	linear ft.	86	86	0	0	0
Bearings
Other Bearing	each	36	35	1	0	0
Steel Protective Coating	sq. ft.	108	108	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	242	242	0	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/1319709