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E0480 over CAMP CREEK

Pawnee County, Oklahoma

Map

Coordinates:
+36.31874, -96.70762
36°19'07" N, 96°42'27" W

Facts

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

Name:	E0480 over CAMP CREEK
Structure number:	246510000000000
Location:	.2S .7E 4S .9W OF SKEDEE
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	105.0 ft. `[32.0 m]`
Total length:	147.6 ft. `[45.0 m]`
Roadway width between curbs:	26.6 ft. `[8.1 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	1995
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans 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 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[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:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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:	97.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$668,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Good	Good	Very Good	Good	100	97.0
July 2015	Fair	Good	Very Good	Satisfactory	100	97.0
August 2013	Fair	Good	Very Good	Satisfactory	100	97.0
August 2011	Fair	Good	Very Good	Satisfactory	100	97.0
November 2009	Fair	Good	Very Good	Satisfactory	100	100.0
October 2007	Good	Good	Very Good	Good	100	100.0
July 2005	Good	Good	Very Good	Good	100	100.0
May 2003	Good	Good	Very Good	Good	100	100.0
June 2001	Good	Good	Very Good	Good	100	100.0
August 1999	Good	Good	Excellent	Good	100	100.0
January 1997	Good	Good	Excellent	Good	100	100.0
May 1995	Fair	Fair	Satisfactory	Satisfactory	100	32.9

© 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/1443293