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STH 794 over LRD E RUSSELL AVE

Map 

Coordinates:
+42.99744, -87.89288
42°59'51" N, 87°53'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 794 over LRD E RUSSELL AVE
Structure number:B40061800000000
Location:0.3 MI N JCT STH 32
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:69.9 ft. [21.3 m]
Total length:74.5 ft. [22.7 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:87.6 ft. [26.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1996
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:35,480 [as of 2012]
Truck traffic:3% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:82.6 tons [75.1 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201597.3Not deficientGoodGoodGood35480
July 201397.3Not deficientGoodGoodGood36210
August 201182.6Not deficientGoodGoodSatisfactory38000
August 200984.1Not deficientGoodVery GoodGood34000
August 200788.5Not deficientGoodVery GoodGood22300
August 200588.5Not deficientGoodVery GoodGood22300
September 200388.5Not deficientVery GoodVery GoodVery Good22300
September 200188.0Not deficientVery GoodVery GoodVery Good-
December 200088.0Not deficientVery GoodVery GoodVery Good-
June 199988.0Not deficientExcellentExcellentExcellent-
January 199684.0Not deficientExcellentVery GoodVery Good-