Share:

IH 94 EB W-S RAMP over LRD W ST PAUL AVE

Map 

Coordinates:
+43.03561, -87.92369
43°02'08" N, 87°55'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 94 EB W-S RAMP over LRD W ST PAUL AVE
Structure number:B40132100000000
Location:2.3 MI E JCT USH 41
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:240.2 ft. [73.2 m]
Total length:1499.7 ft. [457.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance above deck:19.4 ft. [5.9 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:19,000 [as of 2012]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.5 tons [68.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:95.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201495.1Not deficientGoodGoodGood19000
September 201293.1Not deficientGoodVery GoodVery Good19000
September 201095.6Not deficientVery GoodVery GoodVery Good18200
November 200894.8Not deficientExcellentExcellentExcellent22500
November 200694.8Not deficientExcellentExcellentExcellent22500