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US 136 E over E FK LIT TARKIO CR

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

Map

Coordinates:
+40.43563, -95.18266
40°26'08" N, 95°10'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 136 E over E FK LIT TARKIO CR
Structure number:5218
Old structure number:J 23 1 (from 1992 edition)
Location:S 21 T 65 N R 38 W
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:32.5 ft. [9.9 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:887 [as of 2015]
Truck traffic:26% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:46.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$806,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2015PoorPoorPoorPoor88746.4
September 2013PoorPoorPoorPoor93140.8
October 2011FairFairFairSatisfactory93357.3
October 2010FairFairFairSatisfactory81757.3
October 2009FairFairFairSatisfactory81157.3
October 2007FairSatisfactorySatisfactorySatisfactory81569.8
October 2005FairSatisfactorySatisfactorySatisfactory105069.3
October 2003FairSatisfactorySatisfactorySatisfactory101769.3
October 2002FairSatisfactorySatisfactorySatisfactory87069.6
September 2001FairSatisfactorySatisfactorySatisfactory85469.7
September 1999FairSatisfactorySatisfactoryGood86769.9
September 1998FairSatisfactorySatisfactoryGood86769.9
October 1997FairSatisfactorySatisfactoryGood86767.9
October 1996FairSatisfactorySatisfactoryGood66268.3
November 1995FairSatisfactorySatisfactoryGood66268.4
November 1994FairSatisfactorySatisfactoryGood75068.2
November 1993FairSatisfactorySatisfactoryFair78956.7
September 1992FairSatisfactorySatisfactoryFair78956.7
November 1991FairSatisfactorySatisfactoryFair73756.9