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PLYMOUTH AVE over I 94, US 952A; RAMPS

Map 

Coordinates:
+44.99197, -93.28407
44°59'31" N, 93°17'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PLYMOUTH AVE over I 94, US 952A; RAMPS
Structure number:27796
Location:1.2 MI N OF JCT TH 394
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:168.0 ft. [51.2 m]
Total length:671.6 ft. [204.7 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1978
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: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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:9,600 [as of 2008]
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Sufficiency rating:81.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201581.9Not deficientSatisfactoryGoodGood9600
July 201380.9Not deficientSatisfactoryGoodGood9600
October 201180.9Not deficientSatisfactoryGoodGood9600
October 200980.9Not deficientSatisfactoryGoodGood9600
August 200881.0Not deficientSatisfactoryGoodGood8300
October 200781.0Not deficientSatisfactoryGoodGood8300
October 200681.0Not deficientSatisfactoryGoodGood8300
November 200580.9Not deficientSatisfactoryGoodGood9700
August 200480.9Not deficientSatisfactoryGoodGood9700
September 200380.9Not deficientSatisfactorySatisfactoryGood9200
July 200280.9Not deficientSatisfactorySatisfactoryGood9200
June 200079.9Not deficientSatisfactorySatisfactoryGood9200
20000.0Not applicableGoodSatisfactoryGood115000
June 199879.9Not deficientGoodSatisfactoryGood9200
August 199679.5Not deficientGoodGoodGood8800
September 199579.2Not deficientGoodGoodGood8800
August 199479.2Not deficientGoodGoodGood8800
October 199379.2Not deficientGoodGoodGood8750
September 199279.2Not deficientGoodGoodGood8750
October 199183.3Not deficientGoodGoodGood5400