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SR1226 over DILLARD CREEK

Chowan County, North Carolina

Map

Coordinates:
+36.22956, -76.67319
36°13'46" N, 76°40'23" W

Facts

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

Name:	SR1226 over DILLARD CREEK
Structure number:	000000000410013
Location:	0.7 MI. W. JCT. SR1222
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	54.1 ft. `[16.5 m]`
Total length:	167.0 ft. `[50.9 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2009
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: November 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	620 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
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 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:	99.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Good	Very Good	Very Good	Very Good	620	99.9
November 2016	Good	Very Good	Very Good	Good	560	99.7
November 2014	Good	Very Good	Very Good	Good	560	99.7
November 2012	Good	Good	Good	Good	400	99.8
November 2010	Good	Very Good	Very Good	Good	460	99.8
January 2010	Good	Good	Good	Very Good	420	99.8
January 2007	Fair	Satisfactory	Satisfactory	Fair	450	49.3
November 2004	Fair	Satisfactory	Satisfactory	Fair	520	49.2
December 2002	Fair	Good	Satisfactory	Fair	500	49.3
December 2000	Fair	Very Good	Satisfactory	Fair	700	49.0
January 1999	Poor	Poor	Satisfactory	Fair	140	53.0
January 1991	Fair	Fair	Satisfactory	Fair	550	47.2

© 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/1322962