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BEARDSLEY RD over HILLSIDE DRAIN

Map 

Coordinates:
+39.10000, -94.58667
39°06'00" N, 94°35'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:BEARDSLEY RD over HILLSIDE DRAIN
Structure number:25401
Old structure number:S030B42 048 (from 1992 edition)
Location:S 6 T 49 N R 33 W
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:640.1 ft. [195.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Vertical clearance above deck:24.0 ft. [7.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1910
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:16
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Bridge closed to all traffic [K]
Average daily traffic:2,500 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Critical [2 out of 9]
Scour condition:Bridge not over waterway. [N]
Evaluation:Structurally deficient [1]
Sufficiency rating:36.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,795,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:1,356 [as of 1998]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Critical [2 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:46.5 tons [42.3 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:15.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,186,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:5,000 [as of 1989]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
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 is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:18.8 tons [17.1 metric tons]
Inventory rating:12.9 tons [11.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:11.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,608,000