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S.H. 18 over CIMARRON TP (US412) UND

Pawnee County, Oklahoma

Map

Coordinates:
+36.22464, -96.78415
36°13'29" N, 96°47'03" W

Facts

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

Name:	S.H. 18 over CIMARRON TP (US412) UND
Structure number:	187360000000000
Location:	4.4 MI N PAYNE CO
Purpose:	Carries highway over highway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	75.1 ft. `[22.9 m]`
Total length:	150.9 ft. `[46.0 m]`
Roadway width between curbs:	44.9 ft. `[13.7 m]`
Deck width edge-to-edge:	46.9 ft. `[14.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 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:	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: April 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,200 `[as of 2016]`
Truck traffic:	15% of total traffic
Deck condition:	Very Good `[8 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:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	96.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,929,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Good	Very Good	Good	Good	1200	96.3
August 2017	Good	Very Good	Good	Good	1200	96.3
August 2015	Good	Excellent	Good	Good	1200	96.3
August 2013	Fair	Fair	Fair	Fair	1200	81.7
August 2011	Fair	Fair	Fair	Fair	1200	81.7
September 2009	Fair	Fair	Fair	Satisfactory	1100	82.0
September 2007	Fair	Fair	Satisfactory	Satisfactory	1300	92.9
September 2005	Fair	Fair	Good	Satisfactory	1300	92.9
November 2004	Fair	Fair	Good	Satisfactory	1300	92.9
October 2002	Fair	Satisfactory	Very Good	Satisfactory	900	97.2
January 2001	Good	Good	Very Good	Good	900	97.2
December 1998	Good	Good	Excellent	Good	900	92.0
March 1997	Good	Good	Excellent	Good	890	92.0
May 1995	Fair	Good	Satisfactory	Satisfactory	1100	95.6
March 1995	Fair	Satisfactory	Very Good	Satisfactory	1100	91.4
March 1993	Fair	Good	Satisfactory	Satisfactory	1100	95.6
March 1992	Fair	Good	Satisfactory	Satisfactory	1100	94.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	751	749	2	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,832	6,832	0	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	95	95	0	0	0
Reinforced Concrete Pier Cap	linear ft.	46	38	8	0	0
Joints
Pourable Joint	linear ft.	138	138	0	0	0
Bearings
Elastomeric Bearing	each	40	40	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	308	308	0	0	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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