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SR1315 over BEAVER CREEK

Jones County, North Carolina

Map

Coordinates:
+35.13134, -77.44796
35°07'53" N, 77°26'53" W

Facts

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

Name:	SR1315 over BEAVER CREEK
Structure number:	000000001030060
Old structure number:	000000000103060 `(from 1992 edition)`
Location:	0.7 MI.N. JCT. SR1300
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	112.9 ft. `[34.4 m]`
Roadway width between curbs:	26.9 ft. `[8.2 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2012
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: October 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	130 `[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:	99.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Good	130	99.0
October 2016	Good	Good	Good	Good	130	100.0
October 2014	Good	Very Good	Very Good	Very Good	130	100.0
October 2012	Good	Good	Good	Good	130	100.0
October 2010	Poor	Fair	Poor	Satisfactory	150	39.9
October 2008	Poor	Poor	Fair	Satisfactory	200	46.0
November 2006	Fair	Fair	Fair	Satisfactory	50	46.0
October 2004	Fair	Fair	Fair	Satisfactory	50	46.0
October 2002	Poor	Poor	Fair	Satisfactory	210	43.9
November 2000	Poor	Poor	Poor	Satisfactory	270	37.7
October 1998	Fair	Good	Satisfactory	Good	180	53.9
October 1996	Fair	Good	Satisfactory	Good	150	53.9
October 1994	Fair	Good	Satisfactory	Good	120	54.0
October 1992	Good	Good	Good	Good	90	49.6
October 1990	Good	Good	Good	Good	200	56.1

© 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/1329514