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SR2550 over BEAVERDAM CREEK

Davidson County, North Carolina

Map

Coordinates:
+35.51193, -80.10062
35°30'43" N, 80°06'02" W

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Facts

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

Name:	SR2550 over BEAVERDAM CREEK
Structure number:	000000000570416
Location:	0.1 MI. W. JCT. SR2552
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	65.9 ft. `[20.1 m]`
Total length:	207.0 ft. `[63.1 m]`
Roadway width between curbs:	35.4 ft. `[10.8 m]`
Deck width edge-to-edge:	39.4 ft. `[12.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	2009
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: July 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	540 `[as of 2012]`
Truck traffic:	6% 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:	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:	99.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Good	Good	Good	Good	540	99.7
July 2015	Good	Good	Good	Good	540	99.7
July 2013	Good	Good	Good	Good	540	99.9
July 2011	Good	Good	Good	Good	580	99.9
September 2009	Good	Excellent	Excellent	Excellent	580	99.9
June 2008	Poor	Good	Poor	Fair	2200	18.3
June 2006	Poor	Good	Poor	Poor	2200	18.3
June 2004	Poor	Good	Poor	Poor	2200	18.3
July 2002	Poor	Good	Poor	Poor	2200	18.3
July 2000	Poor	Good	Poor	Poor	2200	18.2
August 1998	Poor	Good	Poor	Poor	2200	18.2
September 1990	Poor	Good	Fair	Poor	300	25.4

© 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/1324307