US 136 E over LONG BR


+40.34405, -94.74522
40°20'39" N, 94°44'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 136 E over LONG BR
Structure number:5017
Old structure number:H 513R 1 (from 1992 edition)
Location:S 17 T 64 N R 35 W
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:52.5 ft. [16.0 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:1940
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 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,401 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:26.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$932,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018PoorSeriousPoorFair340126.5
September 2017PoorSeriousPoorSatisfactory331226.5
September 2016PoorSeriousPoorSatisfactory409526.5
September 2015PoorSeriousPoorSatisfactory351626.5
September 2014PoorPoorPoorSatisfactory351628.5
September 2013PoorPoorPoorSatisfactory343419.9
September 2012PoorPoorPoorSatisfactory343419.9
September 2011PoorPoorPoorSatisfactory346819.9
September 2009FairFairFairSatisfactory302439.4
October 2007FairFairFairSatisfactory299239.6
October 2005FairFairFairSatisfactory343838.0
October 2003FairFairFairSatisfactory336938.0
September 2001FairFairFairSatisfactory388038.0
October 1999FairFairFairSatisfactory301739.2
October 1998FairFairFairSatisfactory301739.2
November 1997FairFairFairSatisfactory301737.9
October 1996FairFairFairSatisfactory306737.9
January 1996FairFairFairSatisfactory306737.9
November 1994FairFairFairSatisfactory291837.9
November 1993FairFairFairSatisfactory260639.0
October 1992FairFairFairSatisfactory260639.0
December 1991FairFairFairSatisfactory243339.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.4702041621040
Reinforced Concrete Decksq. ft.3,3191831,9921,1440
Wearing Surfacessq. ft.3,070003,0700
Reinforced Concrete Columneach80800
Reinforced Concrete Abutmentlinear ft.902750130
Reinforced Concrete Pier Caplinear ft.461914130
Movable Bearingeach1200120
Steel Protective Coatingsq. ft.1200120
Fixed Bearingeach1200120
Steel Protective Coatingsq. ft.1200120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.23613610000
Steel Protective Coatingsq. ft.944009440
Reinforced Concrete Bridge Raillinear ft.23614102120