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FRANKLIN (CSAH 5) over W RIVER RD & MISS RIV

Map 

Coordinates:
+44.96439, -93.22181
44°57'52" N, 93°13'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:FRANKLIN (CSAH 5) over W RIVER RD & MISS RIV
Structure number:2441
Location:0.5 MI E OF JCT CSAH 48
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:435.1 ft. [132.6 m]
Total length:1054.5 ft. [321.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:87.9 ft. [26.8 m]
Owner:County Highway Agency [02]
Year built:1923
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
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:Open, no restriction [A]
Average daily traffic:9,500 [as of 2005]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:39.5 tons [35.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:50.0

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:17,600 [as of 1996]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:In place and functioning [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.2

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:14,600 [as of 1990]
Truck traffic:1% 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: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]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:78.3