Share:

OKEMOS ROAD SB over RED CEDAR RIVER

Map

Coordinates:
+42.71317, -84.43099
42°42'47" N, 84°25'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OKEMOS ROAD SB over RED CEDAR RIVER
Structure number:000000000003879
Old structure number:33200082000B020 (from 1992 edition)
Location:0.1 MI N OF S LMTS OF OKE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:69.9 ft. [21.3 m]
Total length:179.8 ft. [54.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1959
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:3
Main spans material:Steel [3]
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: July 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:16,400 [as of 2004]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 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 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:30.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$351,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorFairPoorSatisfactory1640030.8
July 2016PoorFairPoorSatisfactory1640030.8
January 2016PoorFairCriticalSatisfactory164006.0
July 2013PoorFairPoorSatisfactory1640047.8
July 2011PoorFairPoorSatisfactory1640047.8
July 2009FairFairFairSatisfactory1640062.4
June 2007FairFairFairSatisfactory1640062.4
June 2005FairFairSatisfactorySatisfactory1450075.2
June 2003FairFairSatisfactorySatisfactory1450074.3
June 2001FairFairSatisfactorySatisfactory1450074.3
June 1999FairFairSatisfactorySatisfactory1450074.3
August 1997FairFairSatisfactorySatisfactory1450074.3
August 1995GoodGoodGoodGood1450075.2
September 1993GoodGoodGoodGood1049276.0
April 1991GoodGoodGoodGood1049276.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,5431,3126561,5750
Steel Protective Coatingsq. ft.104,62636,59732,29234,4451,292
Deck
Reinforced Concrete Decksq. ft.61,58036,41424,6285380
Wearing Surfacessq. ft.46,44634,91811,3022260
Superstructure
Steel Pin or Pin & Hangar Assemblyeach126060
Substructure
Reinforced Concrete Pier Walllinear ft.2101773300
Reinforced Concrete Abutmentlinear ft.2761907970
Joints
Strip Seal Jointlinear ft.210210000
Assembly without Seal Jointlinear ft.210021000
Bearings
Movable Bearingeach1201200
Fixed Bearingeach1201200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,18101,0501310