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SR1353 over SHOOTING CREEK

Clay County, North Carolina

Map

Coordinates:
+35.02199, -83.71569
35°01'19" N, 83°42'56" W

Facts

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

Name:	SR1353 over SHOOTING CREEK
Structure number:	000000000430101
Location:	100 FT.E.JCT.SR1351
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	23.0 ft. `[7.0 m]`
Total length:	91.9 ft. `[28.0 m]`
Roadway width between curbs:	18.0 ft. `[5.5 m]`
Deck width edge-to-edge:	21.3 ft. `[6.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1925
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:	4
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	1,200 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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:	41.6
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
June 2018	Poor	Poor	Poor	Fair	1200	41.6
June 2016	Poor	Poor	Poor	Fair	1100	41.7
May 2014	Poor	Poor	Poor	Fair	910	41.9
May 2012	Poor	Poor	Poor	Fair	910	41.9
May 2010	Fair	-	-	Fair	1300	57.7
July 2008	Fair	-	-	Fair	1300	57.7
September 2006	Fair	Fair	Fair	Fair	290	55.7
July 2004	Fair	Fair	Fair	Fair	1100	55.4
August 2002	Fair	Satisfactory	Satisfactory	Fair	1100	56.4
August 2000	Fair	Satisfactory	Satisfactory	Fair	1100	56.4
August 1998	Fair	Satisfactory	Satisfactory	Fair	800	56.5
May 1991	Fair	Good	Good	Fair	500	56.8

© 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/1323047