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SR1341 over BURNT MILL CREEK

Perquimans County, North Carolina

Map

Coordinates:
+36.08848, -76.50701
36°05'19" N, 76°30'25" W

Facts

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

Name:	SR1341 over BURNT MILL CREEK
Structure number:	000000001430013
Old structure number:	000000000143013 `(from 1992 edition)`
Location:	0.7 MI. S. JCT. SR1343
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	59.1 ft. `[18.0 m]`
Total length:	85.0 ft. `[25.9 m]`
Roadway width between curbs:	26.9 ft. `[8.2 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2005
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2013]`
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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
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:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Good	Good	Good	Good	100	100.0
November 2015	Good	Very Good	Very Good	Good	390	95.8
November 2013	Good	Very Good	Very Good	Good	390	95.8
November 2011	Good	Good	Good	Good	660	95.7
November 2009	Good	Good	Good	Good	660	95.7
December 2007	Good	Good	Very Good	Very Good	660	95.7
November 2005	Good	Very Good	Very Good	Very Good	490	95.8
September 2003	Poor	Poor	Fair	Poor	720	39.8
January 2002	Poor	Poor	Fair	Poor	720	39.8
February 2000	Fair	Fair	Fair	Fair	780	49.0
January 1998	Fair	Fair	Fair	Fair	780	42.0
January 1996	Fair	Fair	Fair	Fair	240	58.3
February 1994	Fair	Satisfactory	Fair	Fair	240	59.3
January 1992	Fair	Satisfactory	Fair	Fair	400	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/1333281