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SR1171 over THUMPING CREEK

Clay County, North Carolina

Map

Coordinates:
+35.02028, -83.64595
35°01'13" N, 83°38'45" W

Facts

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

Name:	SR1171 over THUMPING CREEK
Structure number:	000000000430079
Location:	.2 MI.S.JCT.SR1169
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	41.0 ft. `[12.5 m]`
Roadway width between curbs:	19.0 ft. `[5.8 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1964
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	30 `[as of 2000]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 minimum criteria `[6]`
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 with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	41.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Poor	Good	Satisfactory	Poor	30	41.0
July 2016	Poor	Good	Good	Poor	30	39.0
July 2014	Poor	Good	Good	Poor	30	39.0
July 2012	Poor	Good	Good	Poor	30	39.0
July 2010	Poor	Good	Good	Poor	30	39.0
July 2008	Poor	Good	Good	Poor	30	39.0
July 2006	Good	Good	Good	Good	30	60.3
June 2004	Good	Very Good	Good	Good	30	60.3
July 2002	Good	Very Good	Good	Good	30	60.3
August 2000	Fair	Very Good	Good	Satisfactory	30	60.3
August 1998	Fair	Excellent	Good	Satisfactory	30	60.3
April 1991	Fair	Satisfactory	Satisfactory	Satisfactory	50	49.6

© 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/1323036