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CEDAR (10TH) over MISS R; BNSF & STS

Map 

Coordinates:
+44.97631, -93.24517
44°58'35" N, 93°14'43" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:CEDAR (10TH) over MISS R; BNSF & STS
Structure number:2796
Location:0.3 MI N OF WASH AVE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:290.4 ft. [88.5 m]
Total length:2153.0 ft. [656.2 m]
Roadway width between curbs:55.4 ft. [16.9 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance below bridge:89.9 ft. [27.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:24,452 [as of 2007]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:37.0 tons [33.6 metric tons]
Inventory rating:21.9 tons [19.9 metric tons]
Sufficiency rating:59.9

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 1997]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Evaluation:Not applicable [N]

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:9,360 [as of 1989]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:42.6 tons [38.7 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:74.8