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SR1001 over FISHING CREEK

Warren County, North Carolina

Map

Coordinates:
+36.38396, -78.18131
36°23'02" N, 78°10'53" W

Facts

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

Name:	SR1001 over FISHING CREEK
Structure number:	000000001850003
Old structure number:	000000000185003 `(from 1992 edition)`
Location:	2.1 MI E OF JCT SR1116
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	88.9 ft. `[27.1 m]`
Total length:	151.9 ft. `[46.3 m]`
Roadway width between curbs:	33.1 ft. `[10.1 m]`
Deck width edge-to-edge:	36.1 ft. `[11.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	2017
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:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	2,700 `[as of 2013]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	15.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Poor	Good	Poor	Fair	2700	15.8
September 2015	Poor	Good	Poor	Fair	2700	10.8
September 2013	Poor	Good	Poor	Fair	2700	10.8
September 2011	Fair	Fair	Fair	Fair	3300	18.8
September 2009	Fair	Fair	Satisfactory	Fair	3100	19.1
February 2008	Fair	Fair	Satisfactory	Fair	3000	22.9
November 2005	Poor	Poor	Satisfactory	Fair	3300	33.1
September 2003	Poor	Poor	Good	Fair	3100	45.4
January 2002	Poor	Poor	Good	Fair	3900	38.6
March 2000	Fair	Fair	Good	Fair	3000	42.8
November 1997	Fair	Satisfactory	Good	Fair	3000	32.8
October 1995	Fair	Fair	Good	Fair	2200	38.1
September 1993	Fair	Fair	Good	Satisfactory	1700	57.3
October 1991	Fair	Satisfactory	Good	Fair	2000	47.2

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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