Share:

IH 94 WB-IH 43 NB over BURNHAMS CANAL

Map 

Coordinates:
+43.02703, -87.92210
43°01'37" N, 87°55'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 94 WB-IH 43 NB over BURNHAMS CANAL
Structure number:B40028527E10000
Location:5.4M N JCT IH 894
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:202.1 ft. [61.6 m]
Total length:571.9 ft. [174.3 m]
Roadway width between curbs:61.4 ft. [18.7 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Vertical clearance below bridge:85.0 ft. [25.9 m]
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:61,200 [as of 2014]
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]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:91.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,328,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201691.1FairGoodGoodSatisfactory-61200
September 201491.2FairGoodGoodSatisfactory-59200
September 201292.1FairSatisfactoryGoodSatisfactory-59200
September 201094.1FairSatisfactorySatisfactorySatisfactory-55000
September 200894.1FairSatisfactorySatisfactorySatisfactory-46500
June 200794.1FairSatisfactorySatisfactorySatisfactory-46500
June 200594.1FairSatisfactorySatisfactorySatisfactory-74500
June 200394.1FairSatisfactorySatisfactorySatisfactory-74500
July 200294.1FairSatisfactorySatisfactorySatisfactory-59540
October 200090.1FairSatisfactoryVery GoodSatisfactoryFO75350
October 199992.1FairSatisfactorySatisfactorySatisfactoryFO127710
August 199896.1FairSatisfactorySatisfactorySatisfactory-127710
November 199696.1FairSatisfactorySatisfactorySatisfactory-127710
February 199695.8FairSatisfactorySatisfactorySatisfactory-127710
February 199595.8FairSatisfactorySatisfactorySatisfactory-127710
February 199495.8FairSatisfactorySatisfactorySatisfactory-56250
June 199294.8FairFairSatisfactorySatisfactory-56250
January 199294.8FairFairVery GoodSatisfactory-56250