STH 145 SB-W FOND over LRD N 91ST ST


+43.13045, -88.02545
43°07'50" N, 88°01'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:STH 145 SB-W FOND over LRD N 91ST ST
Structure number:B40027600000000
Location:2.0 MI S JCT USH 45
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:70.5 ft. [21.5 m]
Total length:223.4 ft. [68.1 m]
Roadway width between curbs:55.4 ft. [16.9 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans 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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:13,200 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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: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:46.8 tons [42.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:72.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201572.6Not deficientExcellentGoodGood13200
November 201372.7Not deficientExcellentSatisfactorySatisfactory12000
June 201272.9Structurally deficientPoorSatisfactorySatisfactory8600
June 201087.9Structurally deficientPoorSatisfactorySatisfactory10900
June 200890.0Not deficientFairSatisfactorySatisfactory8410
June 200690.0Not deficientFairSatisfactorySatisfactory8410
July 200490.0Not deficientFairSatisfactorySatisfactory8410
July 200290.0Not deficientFairSatisfactorySatisfactory8410
June 200090.3Not deficientSatisfactoryGoodSatisfactory11600
July 199987.8Not deficientSatisfactoryGoodSatisfactory16700
June 199887.8Not deficientSatisfactoryGoodSatisfactory16700
October 199687.8Not deficientSatisfactoryGoodSatisfactory16700
March 199590.6Not deficientSatisfactoryGoodGood16700
April 199490.6Not deficientSatisfactoryGoodGood16700
July 199390.3Not deficientFairGoodGood8140
July 199280.2Not deficientSatisfactorySatisfactoryFair8140
March 199180.2Not deficientSatisfactoryVery GoodFair8140