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SR1451 over LITTLE CREEK

Stokes County, North Carolina

Map

Coordinates:
+36.49211, -80.26725
36°29'32" N, 80°16'02" W

Facts

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

Name:	SR1451 over LITTLE CREEK
Structure number:	000000001690279
Old structure number:	000000000169279 `(from 1992 edition)`
Location:	0.1 MI. E. JCT. SR1497
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	41.0 ft. `[12.5 m]`
Roadway width between curbs:	19.0 ft. `[5.8 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1974
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	60 `[as of 1980]`
Truck traffic:	6% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	37.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Fair	Very Good	Good	Fair	60	37.4
December 2014	Fair	Very Good	Good	Fair	60	37.4
December 2012	Fair	Very Good	Good	Fair	60	50.6
December 2010	Fair	Very Good	Very Good	Fair	60	48.2
December 2008	Fair	Very Good	Very Good	Fair	60	48.2
December 2006	Fair	Excellent	Satisfactory	Fair	60	44.1
January 2005	Fair	Excellent	Satisfactory	Fair	60	44.1
January 2003	Fair	Excellent	Satisfactory	Fair	60	44.1
January 2001	Poor	Poor	Satisfactory	Fair	60	49.0
November 1998	Poor	Poor	Satisfactory	Fair	60	49.0
November 1996	Poor	Poor	Satisfactory	Fair	60	49.0
November 1994	Poor	Poor	Satisfactory	Serious	60	34.2
November 1992	Poor	Poor	Satisfactory	Poor	60	36.4
November 1990	Poor	Poor	Fair	Poor	60	35.3

© 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/1336025