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SR1629 over MAPLE BRANCH

Warren County, North Carolina

Map

Coordinates:
+36.23133, -78.06249
36°13'53" N, 78°03'45" W

Facts

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

Name:	SR1629 over MAPLE BRANCH
Structure number:	000000001850111
Location:	1.5 MI.S.SR1640
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	48.9 ft. `[14.9 m]`
Total length:	102.0 ft. `[31.1 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	27.2 ft. `[8.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	2001
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: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2010]`
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:	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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
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:	99.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	100	99.9
August 2015	Good	Good	Good	Good	100	99.9
August 2013	Good	Good	Good	Good	100	99.9
September 2011	Good	Good	Good	Good	100	99.9
September 2009	Good	Very Good	Very Good	Very Good	100	99.9
February 2008	Good	Very Good	Very Good	Very Good	70	100.0
October 2005	Good	Very Good	Very Good	Very Good	70	100.0
September 2003	Good	Very Good	Very Good	Very Good	60	100.0
December 2001	Good	Very Good	Very Good	Very Good	60	100.0
October 1991	Fair	Fair	Fair	Satisfactory	25	53.3

© 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/1338008