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SR1009 over BEAR CREEK

Chatham County, North Carolina

Map

Coordinates:
+35.59951, -79.39931
35°35'58" N, 79°23'58" W

Facts

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

Name:	SR1009 over BEAR CREEK
Structure number:	000000000370200
Location:	0.4 MI. S. JCT. NC902
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	48.9 ft. `[14.9 m]`
Total length:	140.1 ft. `[42.7 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	31.5 ft. `[9.6 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	2004
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: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,100 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
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 minimum criteria `[6]`
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:	94.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Very Good	Very Good	1100	94.9
August 2015	Good	Good	Good	Good	720	99.8
August 2013	Good	Good	Good	Good	720	99.8
August 2011	Good	Good	Good	Good	580	99.8
August 2009	Good	Good	Very Good	Very Good	540	99.9
August 2007	Good	Good	Very Good	Very Good	460	99.9
September 2005	Good	Good	Very Good	Very Good	460	99.9
November 2004	Good	Excellent	Excellent	Excellent	700	99.8
September 2003	Poor	Fair	Good	Poor	610	25.8
November 2001	Fair	Fair	Very Good	Fair	750	34.3
October 1999	Poor	Satisfactory	Very Good	Poor	690	26.7
October 1991	Poor	Good	Very Good	Poor	600	27.6

© 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/1322633