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SR1362 over KIRBYS CREEK

Northampton County, North Carolina

Map

Coordinates:
+36.46800, -77.14275
36°28'05" N, 77°08'34" W

Facts

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

Name:	SR1362 over KIRBYS CREEK
Structure number:	000000001310040
Old structure number:	000000000131040 `(from 1992 edition)`
Location:	0.3 MI N JCT SR1364
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	140.1 ft. `[42.7 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	30.5 ft. `[9.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	2000
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: January 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	120 `[as of 2012]`
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:	98.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Good	Good	Good	Good	120	98.9
January 2015	Good	Good	Good	Good	120	98.9
January 2013	Good	Good	Good	Good	120	98.9
January 2011	Good	Good	Good	Good	270	97.3
January 2009	Fair	Satisfactory	Satisfactory	Good	220	98.8
February 2007	Fair	Satisfactory	Fair	Good	190	87.8
January 2005	Good	Good	Very Good	Very Good	170	98.9
February 2003	Good	Very Good	Very Good	Very Good	150	98.9
February 2001	Poor	Satisfactory	Poor	Fair	150	43.5
April 1999	Poor	Satisfactory	Poor	Fair	150	43.5
March 1997	Fair	Satisfactory	Fair	Fair	190	39.8
February 1995	Fair	Satisfactory	Fair	Fair	90	48.1
March 1993	Fair	Satisfactory	Fair	Fair	100	59.2
February 1991	Fair	Satisfactory	Fair	Fair	100	59.2

© 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/1332624