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SR1138 over TONEYS CREEK

Hoke County, North Carolina

Map

Coordinates:
+34.93396, -79.23198
34°56'02" N, 79°13'55" W

Facts

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

Name:	SR1138 over TONEYS CREEK
Structure number:	000000000930026
Location:	0.8 MI.E.JCT.SR1116
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	38.1 ft. `[11.6 m]`
Total length:	103.0 ft. `[31.4 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	2013
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: February 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	220 `[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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	98.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Good	Good	Good	Good	220	98.9
February 2015	Good	Good	Good	Good	220	98.9
February 2013	Good	Good	Good	Good	360	97.4
August 2011	Poor	Fair	Poor	Poor	330	33.1
August 2009	Poor	Poor	Satisfactory	Fair	330	44.1
April 2008	Poor	Poor	Satisfactory	Fair	330	44.1
June 2006	Poor	Poor	Satisfactory	Fair	340	53.3
April 2004	Poor	Poor	Satisfactory	Fair	280	53.4
April 2002	Poor	Poor	Satisfactory	Satisfactory	270	63.4
November 1998	Fair	Fair	Satisfactory	Satisfactory	330	65.4
October 1990	Poor	Poor	Satisfactory	Poor	700	41.2

© 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/1328427