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SR1115 over BIG TOWN CREEK

Montgomery County, North Carolina

Map

Coordinates:
+35.19259, -79.96197
35°11'33" N, 79°57'43" W

Facts

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

Name:	SR1115 over BIG TOWN CREEK
Structure number:	000000001230050
Old structure number:	000000000123050 `(from 1992 edition)`
Location:	0.2 MI. W. JCT. SR1118
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	62.0 ft. `[18.9 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2017
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	70 `[as of 2012]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 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:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	50.0
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
August 2017	Poor	Satisfactory	Poor	Fair	70	50.0
August 2015	Poor	Satisfactory	Poor	Fair	70	50.0
August 2013	Fair	Good	Satisfactory	Satisfactory	70	73.7
August 2011	Good	Good	Good	Good	110	57.7
August 2009	Good	Very Good	Very Good	Very Good	60	74.5
September 2007	Good	Very Good	Very Good	Very Good	60	82.0
October 2005	Fair	Very Good	Very Good	Satisfactory	60	68.1
August 2003	Fair	Very Good	Very Good	Satisfactory	50	68.1
September 2001	Fair	Very Good	Very Good	Satisfactory	60	68.1
June 1999	Fair	Very Good	Very Good	Satisfactory	60	68.1
April 1997	Fair	Very Good	Very Good	Satisfactory	50	47.6
April 1995	Poor	Poor	Poor	Fair	90	36.0
May 1993	Poor	Poor	Poor	Fair	50	39.3
June 1991	Poor	Fair	Poor	Fair	80	41.3

© 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/1331917