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SR1222 over TULLS CREEK

Currituck County, North Carolina

Map

Coordinates:
+36.49669, -76.08374
36°29'48" N, 76°05'01" W

Facts

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

Name:	SR1222 over TULLS CREEK
Structure number:	000000000530004
Old structure number:	000000000053004 `(from 1992 edition)`
Location:	0.7 MI W. OF JCT SR1232
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	299.9 ft. `[91.4 m]`
Roadway width between curbs:	32.5 ft. `[9.9 m]`
Deck width edge-to-edge:	36.1 ft. `[11.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	2008
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:	5
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,400 `[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:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	95.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Very Good	2400	95.9
October 2016	Good	Very Good	Very Good	Good	2400	90.8
October 2014	Good	Very Good	Very Good	Good	2400	90.8
October 2012	Good	Good	Good	Good	2500	89.6
October 2010	Good	Good	Very Good	Very Good	2000	91.3
October 2008	Good	Good	Very Good	Very Good	2200	90.0
October 2006	Poor	Poor	Poor	Serious	2200	13.5
November 2004	Poor	Fair	Poor	Poor	2000	18.5
December 2002	Poor	Fair	Poor	Poor	2000	18.5
November 2000	Poor	Fair	Poor	Serious	2100	15.9
February 1999	Poor	Fair	Poor	Serious	1800	19.8
June 1997	Poor	Fair	Poor	Poor	2000	18.5
August 1995	Fair	Satisfactory	Fair	Fair	1600	31.2
November 1992	Fair	Satisfactory	Fair	Fair	500	44.3
October 1990	Fair	Satisfactory	Fair	Fair	500	44.3

© 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/1324007