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MO 156 E over S FABIUS RVR

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

Map

Coordinates:
+39.98812, -91.99139
39°59'17" N, 91°59'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 156 E over S FABIUS RVR
Structure number:8918
Old structure number:S 952 1 (from 1992 edition)
Location:S 22 T 60 N R 10 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:81.0 ft. [24.7 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2009

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:370 [as of 2008]
Truck traffic:25% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:34.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$935,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2009PoorPoorGoodPoor37034.4
December 1999FairSatisfactoryGoodFair43232.8
December 1991FairGoodGoodFair50031.2