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N3850 over DUNFORD CREEK

Coal County, Oklahoma

Map

Coordinates:
+34.49937, -96.16331
34°29'58" N, 96°09'48" W

Facts

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

Name:	N3850 over DUNFORD CREEK
Structure number:	264890000000000
Location:	.4 S & 3.3 E OF PHILLIPS
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	82.4 ft. `[25.1 m]`
Roadway width between curbs:	26.9 ft. `[8.2 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	2003
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	30 `[as of 2016]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 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:	Equal to present minimum criteria `[6]`
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:	100.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,295,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Good	Good	Very Good	Good	30	100.0
July 2016	Good	Good	Very Good	Good	30	100.0
July 2014	Good	Very Good	Very Good	Good	30	100.0
July 2012	Good	Very Good	Very Good	Good	30	100.0
September 2010	Good	Very Good	Very Good	Very Good	30	100.0
August 2008	Good	Very Good	Very Good	Good	30	100.0
August 2006	Good	Good	Very Good	Good	30	100.0
August 2004	Good	Excellent	Excellent	Very Good	30	96.1

© 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/1445022