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N3630 over HOUSE CREEK

Pawnee County, Oklahoma

Map

Coordinates:
+36.19075, -96.53495
36°11'27" N, 96°32'06" W

Facts

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

Name:	N3630 over HOUSE CREEK
Structure number:	242910000000000
Location:	2.5W .1N OF TERLTON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	85.0 ft. `[25.9 m]`
Total length:	177.5 ft. `[54.1 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:	1996
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:	3
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: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	50 `[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:	Superior to present desirable criteria `[9]`
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:	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:	$667,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Very Good	Good	50	100.0
August 2015	Good	Good	Very Good	Good	50	100.0
August 2013	Good	Good	Very Good	Good	50	100.0
August 2011	Good	Good	Very Good	Good	50	100.0
February 2008	Good	Good	Very Good	Good	50	100.0
July 2004	Good	Good	Very Good	Good	50	100.0
July 2002	Good	Good	Very Good	Good	50	100.0
September 2000	Good	Good	Very Good	Good	50	100.0
August 1998	Good	Good	Excellent	Good	50	100.0
July 1996	Good	Good	Excellent	Good	50	100.0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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