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SR2031 over ANDERSON CREEK

Harnett County, North Carolina

Map

Coordinates:
+35.26599, -78.81925
35°15'58" N, 78°49'09" W

Facts

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

Name:	SR2031 over ANDERSON CREEK
Structure number:	000000000850076
Location:	0.1 MI S. OF SR2083
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	107.9 ft. `[32.9 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1988
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: June 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	930 `[as of 2012]`
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:	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:	82.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Good	Good	Good	930	82.5
June 2016	Good	Good	Good	Good	930	82.5
June 2014	Good	Good	Good	Good	930	82.2
June 2012	Good	Good	Good	Good	960	82.2
June 2010	Good	Very Good	Very Good	Very Good	960	82.2
August 2008	Good	Very Good	Very Good	Very Good	960	82.2
May 2006	Good	Very Good	Very Good	Very Good	920	82.3
April 2004	Good	Very Good	Very Good	Very Good	1000	82.2
May 2002	Good	Very Good	Very Good	Very Good	1100	82.1
February 2000	Good	Very Good	Very Good	Very Good	680	57.5
March 1990	Good	Very Good	Very Good	Very Good	300	86.8

© 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/1327639