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

Map 

Coordinates:
+43.13016, -88.02546
43°07'49" N, 88°01'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 145 NB-W FOND over LRD N 91ST ST
Structure number:B40027700000000
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:51.5 ft. [15.7 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2013
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:9,550 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:53.9 tons [49.0 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:94.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201594.7Not deficientVery GoodGoodVery Good9550
November 201391.1Not deficientExcellentExcellentVery Good9140
June 201287.0Structurally deficientPoorSatisfactorySatisfactory8100
June 201087.0Structurally deficientPoorSatisfactorySatisfactory8800
June 200888.9Not deficientFairSatisfactorySatisfactory11270
June 200688.9Not deficientFairSatisfactorySatisfactory11270
July 200488.9Not deficientFairSatisfactorySatisfactory11270
July 200289.9Not deficientSatisfactorySatisfactorySatisfactory11270
June 200089.6Not deficientSatisfactoryGoodGood8360
July 199986.8Not deficientSatisfactoryGoodGood16700
June 199886.8Not deficientSatisfactoryGoodGood16700
October 199686.8Not deficientSatisfactoryGoodGood16700
March 199589.6Not deficientGoodVery GoodGood16700
April 199489.6Not deficientGoodVery GoodGood16700
July 199390.3Not deficientSatisfactoryVery GoodGood8140
July 199290.3Not deficientSatisfactoryVery GoodSatisfactory8140
March 199185.2Structurally deficientSeriousVery GoodSatisfactory8140