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MANNASOTA AVENUE over HERRING RUN

Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:MANNASOTA AVENUE over HERRING RUN
Structure number:200000BC4502010
Location:0.6 MI W ERDMAN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:51.8 ft. [15.8 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:2,640 [as of 2007]
Truck traffic:5% of total traffic
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:90.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$60,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 1994]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inventory rating:84.2 tons [76.5 metric tons]
Sufficiency rating:90.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$21,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:1,127 [as of 1988]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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 not over waterway. [N]
Inventory rating:84.2 tons [76.5 metric tons]
Sufficiency rating:94.3