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SR1113 over BEAR SWAMP CANAL

Perquimans County, North Carolina

Map

Coordinates:
+36.18740, -76.55738
36°11'15" N, 76°33'27" W

Facts

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

Name:	SR1113 over BEAR SWAMP CANAL
Structure number:	000000001430056
Old structure number:	000000000143056 `(from 1992 edition)`
Location:	0.1 MI. N. JCT. SR1110
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	28.9 ft. `[8.8 m]`
Deck width edge-to-edge:	30.5 ft. `[9.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1979
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:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	80 `[as of 2012]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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 with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	82.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Satisfactory	Fair	80	82.1
November 2015	Fair	Satisfactory	Satisfactory	Fair	80	83.1
November 2013	Fair	Satisfactory	Satisfactory	Fair	80	83.1
November 2011	Fair	Fair	Fair	Fair	100	83.0
November 2009	Fair	Satisfactory	Satisfactory	Satisfactory	120	94.8
November 2007	Fair	Satisfactory	Satisfactory	Satisfactory	280	94.7
November 2005	Fair	Satisfactory	Satisfactory	Satisfactory	280	91.6
August 2003	Fair	Satisfactory	Satisfactory	Satisfactory	150	91.6
January 2002	Fair	Satisfactory	Satisfactory	Satisfactory	140	91.6
January 2000	Fair	Satisfactory	Satisfactory	Satisfactory	110	91.7
January 1998	Fair	Satisfactory	Satisfactory	Satisfactory	100	50.5
January 1996	Fair	Satisfactory	Satisfactory	Satisfactory	100	50.5
February 1994	Fair	Satisfactory	Satisfactory	Satisfactory	100	90.4
January 1994	Fair	Satisfactory	Satisfactory	Satisfactory	100	90.4
January 1992	Fair	Satisfactory	Satisfactory	Satisfactory	100	90.4

© 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/1333299