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SR1126 over JOES CREEK

Scotland County, North Carolina

Map

Coordinates:
+34.81530, -79.61405
34°48'55" N, 79°36'51" W

Facts

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

Name:	SR1126 over JOES CREEK
Structure number:	000000001650067
Location:	0.3 MI. E. JCT. SR1157
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	69.9 ft. `[21.3 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1984
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:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	290 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	89.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Fair	Good	Satisfactory	290	89.0
March 2016	Fair	Good	Fair	Fair	330	79.0
March 2014	Fair	Good	Fair	Fair	330	79.0
March 2012	Good	Good	Good	Good	370	90.0
March 2010	Fair	Good	Satisfactory	Satisfactory	380	90.0
September 2008	Good	Good	Very Good	Good	380	90.0
August 2006	Good	Very Good	Very Good	Very Good	440	89.0
June 2004	Good	Very Good	Very Good	Very Good	440	89.0
August 2002	Good	Very Good	Very Good	Very Good	440	89.0
August 2000	Good	Very Good	Very Good	Very Good	360	90.0
August 1998	Good	Very Good	Very Good	Very Good	370	90.0
July 1990	Good	Very Good	Very Good	Very Good	250	94.7

© 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/1335679