Share:

SR1155 over JOSHUA BRANCH

Jones County, North Carolina

Map

Coordinates:
+35.09262, -77.57269
35°05'33" N, 77°34'22" W

Facts

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

Name:	SR1155 over JOSHUA BRANCH
Structure number:	000000001030072
Old structure number:	000000000103072 `(from 1992 edition)`
Location:	0.6 MI.NE. OF JCT.SR1153
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	24.9 ft. `[7.6 m]`
Total length:	76.1 ft. `[23.2 m]`
Roadway width between curbs:	24.6 ft. `[7.5 m]`
Deck width edge-to-edge:	26.2 ft. `[8.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1968
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:	Channel beam `[22]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	90 `[as of 2012]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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 with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	51.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Fair	Fair	Satisfactory	90	51.4
October 2016	Fair	Fair	Fair	Fair	90	51.4
October 2014	Fair	Fair	Fair	Fair	90	51.4
October 2012	Fair	Fair	Fair	Fair	90	51.4
October 2010	Good	Good	Good	Good	80	62.2
October 2008	Fair	Satisfactory	Satisfactory	Satisfactory	100	62.2
October 2006	Fair	Good	Good	Satisfactory	90	56.0
October 2004	Fair	Good	Good	Satisfactory	90	56.0
October 2002	Fair	Good	Good	Satisfactory	90	56.0
January 2001	Fair	Good	Good	Satisfactory	150	51.9
November 1998	Good	Good	Good	Good	150	51.9
October 1996	Good	Good	Good	Good	170	51.9
November 1994	Good	Good	Good	Good	90	53.9
October 1992	Good	Good	Good	Good	80	56.1
October 1990	Good	Good	Good	Good	80	66.2

© 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/1329522