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SR1406 over FROST MILL CREEK

Davie County, North Carolina

Map

Coordinates:
+35.96459, -80.54921
35°57'53" N, 80°32'57" W

Facts

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

Name:	SR1406 over FROST MILL CREEK
Structure number:	000000000590053
Location:	0.2 MI. W. JCT. SR1480
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	59.1 ft. `[18.0 m]`
Total length:	62.0 ft. `[18.9 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2013
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	170 `[as of 2014]`
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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	99.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Good	Good	Good	Good	170	99.0
July 2015	Good	Good	Good	Good	130	99.0
July 2013	Good	Excellent	Excellent	Excellent	130	99.0
October 2012	Poor	Good	Good	Serious	350	32.3
October 2010	Poor	Very Good	Good	Serious	350	32.3
October 2008	Poor	Very Good	Good	Serious	350	32.3
November 2006	Fair	Very Good	Good	Fair	350	46.7
October 2004	Fair	Very Good	Good	Fair	180	48.3
October 2002	Fair	Very Good	Good	Fair	170	48.3
November 2000	Fair	Excellent	Good	Fair	180	48.3
October 1998	Poor	Poor	Good	Poor	150	35.9
October 1990	Poor	Poor	Good	Poor	200	33.9

© 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/1324468