OKEMOS ROAD SB over RED CEDAR RIVER
Map
Coordinates:
+42.71317, -84.4309942°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 2018
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 minimum criteria [6] |
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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Fair | Poor | Satisfactory | 16400 | 30.8 |
July 2017 | Poor | Fair | Poor | Satisfactory | 16400 | 30.8 |
July 2016 | Poor | Fair | Poor | Satisfactory | 16400 | 30.8 |
January 2016 | Poor | Fair | Critical | Satisfactory | 16400 | 6.0 |
July 2013 | Poor | Fair | Poor | Satisfactory | 16400 | 47.8 |
July 2011 | Poor | Fair | Poor | Satisfactory | 16400 | 47.8 |
July 2009 | Fair | Fair | Fair | Satisfactory | 16400 | 62.4 |
June 2007 | Fair | Fair | Fair | Satisfactory | 16400 | 62.4 |
June 2005 | Fair | Fair | Satisfactory | Satisfactory | 14500 | 75.2 |
June 2003 | Fair | Fair | Satisfactory | Satisfactory | 14500 | 74.3 |
June 2001 | Fair | Fair | Satisfactory | Satisfactory | 14500 | 74.3 |
June 1999 | Fair | Fair | Satisfactory | Satisfactory | 14500 | 74.3 |
August 1997 | Fair | Fair | Satisfactory | Satisfactory | 14500 | 74.3 |
August 1995 | Good | Good | Good | Good | 14500 | 75.2 |
September 1993 | Good | Good | Good | Good | 10492 | 76.0 |
April 1991 | Good | Good | Good | Good | 10492 | 76.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,080 | 400 | 200 | 480 | 0 |
Steel Protective Coating | sq. ft. | 9,720 | 3,400 | 3,000 | 3,200 | 120 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,721 | 3,383 | 2,288 | 50 | 0 |
Wearing Surfaces | sq. ft. | 4,315 | 3,244 | 1,050 | 21 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 12 | 6 | 0 | 6 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 64 | 54 | 10 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 84 | 58 | 24 | 2 | 0 |
Joints |
Strip Seal Joint | linear ft. | 64 | 64 | 0 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 64 | 0 | 64 | 0 | 0 |
Bearings |
Movable Bearing | each | 12 | 0 | 12 | 0 | 0 |
Fixed Bearing | each | 12 | 0 | 12 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 360 | 0 | 320 | 40 | 0 |