Share:

MO 94 E over EAGLE CR

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

Map

Coordinates:
+38.71082, -91.71951
38°42'39" N, 91°43'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 94 E over EAGLE CR
Structure number:9219
Old structure number:T 593 1 (from 1992 edition)
Location:S 33 T 46 N R 7 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:60.0 ft. [18.3 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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:Bituminous [6]

Latest Available Inspection: November 2009

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:596 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:28.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$892,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2009PoorSeriousFairSerious59628.4
October 1999PoorPoorSatisfactoryFair51614.2
October 1991FairFairVery GoodFair47615.9