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FIR ST over MCKENZIE CR

Map

Coordinates:
+37.15167, -90.69167
37°09'06" N, 90°41'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FIR ST over MCKENZIE CR
Structure number:22132
Old structure number:3415R03 111 (from 1992 edition)
Location:S 26 T 29 N R 3 E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:18.7 ft. [5.7 m]
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
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: December 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:300 [as of 2013]
Truck traffic:20% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:21.8 tons [19.8 metric tons]
Inventory rating:12.9 tons [11.7 metric tons]
Sufficiency rating:36.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$500,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201536.3FairFairFairSatisfactoryFO300
December 201336.3FairFairFairSatisfactoryFO300
February 201319.8PoorFairSeriousSatisfactorySD300
March 201120.8PoorSatisfactoryPoorSatisfactorySD300
May 200920.8PoorSatisfactoryPoorSatisfactorySD300
January 200720.8PoorSatisfactoryPoorSatisfactorySD300
January 200528.0FairSatisfactorySatisfactorySatisfactorySD300
January 200328.0FairSatisfactorySatisfactorySatisfactorySD300
April 200128.0FairSatisfactorySatisfactorySatisfactorySD300
April 199927.9FairSatisfactorySatisfactorySatisfactorySD300
January 199126.9FairSatisfactorySatisfactorySatisfactory-250