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SIDNEY ST E over IS 55

Map 

Coordinates:
+38.60283, -90.21470
38°36'10" N, 90°12'53" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:SIDNEY ST E over IS 55
Structure number:890
Old structure number:A1090R 1 (from 1992 edition)
Location:S 27 T 45 N R 7 E
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:71.9 ft. [21.9 m]
Total length:236.9 ft. [72.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:2,850 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.2 tons [62.0 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:93.3

2000 Inspection 

Average daily traffic:38,300 [as of 1996]
Truck traffic:10% of total traffic
Evaluation:Not applicable [N]
Sufficiency rating:70.2

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:3,550 [as of 1990]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Scour condition:Bridge not over waterway. [N]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:91.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$650,000