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K61 HWY over N. FORK NINNESCAH RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+37.90021, -98.17235
37°54'01" N, 98°10'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:K61 HWY over N. FORK NINNESCAH RIVER
Structure number:999906100780431
Location:1.68 MI NE JCT K11
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:77.1 ft. [23.5 m]
Total length:189.6 ft. [57.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,710 [as of 2015]
Truck traffic:27% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:51.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,079,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairFairSatisfactoryGood271051.1
August 2015FairFairSatisfactoryGood270051.1
September 2014FairFairSatisfactoryGood270049.8
October 2012FairSatisfactoryGoodGood244053.4
October 2010FairSatisfactoryGoodGood249053.5
February 2009GoodGoodGoodGood276053.0
October 2008GoodGoodGoodGood277053.0
October 2006GoodGoodGoodGood242040.7
October 2004GoodGoodGoodGood246040.9
September 2002GoodGoodGoodGood239051.1
August 2001GoodGoodGoodGood266550.6
September 2000GoodGoodGoodGood261549.7
April 1998FairFairSatisfactoryGood261545.2
October 1997FairFairSatisfactoryGood246543.6
November 1995FairFairSatisfactoryGood214556.9
May 1993FairFairSatisfactoryGood208571.1
July 1991FairSatisfactorySatisfactoryGood209570.3