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SR1300 over TURKEY CREEK

Hertford County, North Carolina

Map

Coordinates:
+36.46324, -77.12877
36°27'48" N, 77°07'44" W

Facts

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

Name:	SR1300 over TURKEY CREEK
Structure number:	000000000910013
Old structure number:	000000000091013 `(from 1992 edition)`
Location:	0.6 MI. N. JCT. SR1301
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	84.0 ft. `[25.6 m]`
Total length:	86.9 ft. `[26.5 m]`
Roadway width between curbs:	30.5 ft. `[9.3 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2015
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	230 `[as of 2013]`
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:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Very Good	Very Good	Very Good	230	100.0
October 2015	Good	Very Good	Very Good	Very Good	230	100.0
October 2013	Poor	Poor	Poor	Poor	2000	24.0
October 2011	Poor	Fair	Fair	Poor	1700	43.7
October 2009	Poor	Fair	Poor	Poor	2300	41.6
September 2007	Poor	Fair	Poor	Fair	2000	43.1
October 2005	Fair	Fair	Fair	Fair	2000	48.6
September 2003	Fair	Fair	Satisfactory	Fair	2700	49.8
October 2001	Fair	Fair	Satisfactory	Fair	2600	50.8
October 1999	Fair	Fair	Satisfactory	Fair	2300	51.1
January 1998	Fair	Fair	Satisfactory	Fair	2300	51.1
October 1995	Fair	Fair	Satisfactory	Fair	2200	51.4
January 1994	Fair	Fair	Satisfactory	Fair	1900	52.8
October 1991	Fair	Good	Satisfactory	Fair	2500	52.2

© 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/1328362