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


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


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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodVery GoodGoodGood120096.3
August 2017GoodVery GoodGoodGood120096.3
August 2015GoodExcellentGoodGood120096.3
August 2013FairFairFairFair120081.7
August 2011FairFairFairFair120081.7
September 2009FairFairFairSatisfactory110082.0
September 2007FairFairSatisfactorySatisfactory130092.9
September 2005FairFairGoodSatisfactory130092.9
November 2004FairFairGoodSatisfactory130092.9
October 2002FairSatisfactoryVery GoodSatisfactory90097.2
January 2001GoodGoodVery GoodGood90097.2
December 1998GoodGoodExcellentGood90092.0
March 1997GoodGoodExcellentGood89092.0
May 1995FairGoodSatisfactorySatisfactory110095.6
March 1995FairSatisfactoryVery GoodSatisfactory110091.4
March 1993FairGoodSatisfactorySatisfactory110095.6
March 1992FairGoodSatisfactorySatisfactory110094.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.751749200
Reinforced Concrete Decksq. ft.6,8326,832000
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.9595000
Reinforced Concrete Pier Caplinear ft.4638800
Pourable Jointlinear ft.138138000
Elastomeric Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.308308000