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SR1163 over GEISKY CREEK

Clay County, North Carolina

Map

Coordinates:
+35.01733, -83.67955
35°01'02" N, 83°40'46" W

Facts

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

Name:	SR1163 over GEISKY CREEK
Structure number:	000000000430096
Location:	.25 MI.N.JCT.SR1163
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	106.0 ft. `[32.3 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	24.9 ft. `[7.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1966
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:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	170 `[as of 2011]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	67.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Good	Satisfactory	Fair	170	67.8
August 2016	Fair	Good	Satisfactory	Fair	170	80.3
August 2014	Fair	Good	Good	Fair	170	80.3
August 2012	Poor	Good	Good	Poor	170	35.4
August 2010	Poor	Good	Good	Poor	210	35.4
August 2008	Poor	Good	Good	Poor	180	35.4
August 2006	Fair	Good	Good	Satisfactory	220	90.7
June 2004	Fair	Very Good	Good	Satisfactory	240	89.2
July 2002	Fair	Excellent	Good	Satisfactory	230	89.2
August 2000	Fair	Excellent	Good	Satisfactory	230	89.2
August 1998	Fair	Satisfactory	Good	Satisfactory	230	84.0
May 1991	Poor	Poor	Good	Good	170	78.3

© 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/1323044