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SR1301 over NORTH ROCKY RIVER PRONG

Chatham County, North Carolina

Map

Coordinates:
+35.84170, -79.52983
35°50'30" N, 79°31'47" W

Facts

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

Name:	SR1301 over NORTH ROCKY RIVER PRONG
Structure number:	000000000370278
Location:	0.3 MI. W. JCT. SR1303
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	36.1 ft. `[11.0 m]`
Total length:	75.1 ft. `[22.9 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1951
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:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	1,200 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	49.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Fair	Fair	Good	1200	49.7
June 2015	Fair	Fair	Fair	Good	730	56.0
June 2013	Fair	Good	Satisfactory	Good	1200	61.1
June 2011	Fair	Good	Good	Fair	500	57.3
June 2009	Fair	Good	Good	Satisfactory	500	67.1
June 2007	Fair	Good	Fair	Satisfactory	500	57.1
July 2005	Fair	Good	Good	Satisfactory	500	65.4
June 2003	Good	Good	Good	Good	500	65.4
August 2001	Good	Good	Good	Good	500	65.4
August 1999	Good	Good	Very Good	Good	500	65.4
September 1991	Good	Good	Very Good	Good	500	62.7

© 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/1322648