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SR1147 over BEAR CREEK

Davie County, North Carolina

Map

Coordinates:
+35.87401, -80.57814
35°52'26" N, 80°34'41" W

Facts

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

Name:	SR1147 over BEAR CREEK
Structure number:	000000000590011
Location:	0.8 MI. N. JCT. SR1160
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	125.0 ft. `[38.1 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	2002
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:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,600 `[as of 2013]`
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:	95.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Good	Good	Good	Good	1600	95.1
November 2016	Good	Good	Good	Good	1600	95.1
November 2014	Good	Good	Good	Good	1600	95.1
November 2012	Good	Good	Good	Good	4500	82.5
November 2010	Good	Very Good	Very Good	Very Good	4700	82.5
November 2008	Good	Very Good	Very Good	Very Good	2400	94.0
November 2006	Good	Very Good	Very Good	Very Good	2000	95.1
November 2004	Good	Very Good	Very Good	Very Good	1900	95.1
November 2002	Good	Excellent	Excellent	Excellent	3950	82.5
December 2000	Poor	Fair	Poor	Poor	1730	34.1
March 1999	Poor	Fair	Fair	Poor	5100	16.8
January 1991	Poor	Satisfactory	Fair	Poor	5300	15.4

© 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/1324428