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MO 5 S over OSAGE ARM LK OZARK

Map 

Coordinates:
+38.12679, -92.80113
38°07'36" N, 92°48'04" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:MO 5 S over OSAGE ARM LK OZARK
Structure number:6008
Old structure number:K 961R 1 (from 1992 edition)
Location:S 16 T 39 N R 17 W
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:462.9 ft. [141.1 m]
Total length:2281.0 ft. [695.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1985
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:7,522 [as of 2008]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
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]
Operating rating:30.8 tons [28.0 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:23.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$43,883,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:6,493 [as of 1997]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
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]
Operating rating:51.5 tons [46.8 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:48.2

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:5,289 [as of 1991]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
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]
Operating rating:51.5 tons [46.8 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:48.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,732,000