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USH 12 WB over LRD MACLEAN RD

Map 

Coordinates:
+42.65243, -88.50689
42°39'09" N, 88°30'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:USH 12 WB over LRD MACLEAN RD
Structure number:B64004200000000
Location:5.5M W JCT STH 120 TO N
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:49.5 ft. [15.1 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2001
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:3
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:9,750 [as of 2013]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:50.3 tons [45.7 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:89.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201589.0Not deficientGoodSatisfactorySatisfactory9750
April 201389.0Not deficientGoodSatisfactoryGood8000
May 201191.3Not deficientGoodGoodGood8000
May 200991.3Not deficientGoodGoodGood5900
May 200791.3Not deficientGoodGoodGood5900
June 200591.3Not deficientGoodVery GoodGood7200
July 200391.3Not deficientGoodGoodSatisfactory7200
December 200191.3Not deficientExcellentGoodSatisfactory7500
July 199984.6Not deficientSatisfactoryVery GoodGood5760
November 199784.6Not deficientSatisfactoryVery GoodGood9025
March 199684.6Not deficientGoodVery GoodGood9025
February 199586.9Not deficientGoodVery GoodGood9025
March 199486.9Not deficientGoodVery GoodGood2380
March 199286.9Not deficientSatisfactoryVery GoodSatisfactory2380
February 199186.9Not deficientSatisfactoryVery GoodSatisfactory2380