MSAS 328(19TH AV) over CSAH 122; RAMPS


+44.97202, -93.24574
44°58'19" N, 93°14'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MSAS 328(19TH AV) over CSAH 122; RAMPS
Structure number:27620
Location:0.3 MI E OF JCT TH 35W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:147.6 ft. [45.0 m]
Total length:284.1 ft. [86.6 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:2
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,127 [as of 2016]
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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:77.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryGoodGood912777.9
August 2015FairSatisfactoryGoodGood750082.1
August 2013FairSatisfactoryGoodGood750082.1
August 2011GoodGoodVery GoodGood750082.1
August 2009GoodGoodVery GoodGood750082.1
July 2007GoodGoodVery GoodGood750082.1
November 2005GoodGoodVery GoodGood810082.1
November 2003GoodGoodVery GoodGood1870080.8
November 2001GoodGoodVery GoodGood1360081.4
October 2000GoodGoodVery GoodGood1360080.4
September 1999GoodGoodVery GoodGood240000.0
July 1998GoodGoodVery GoodGood1360080.4
January 1998GoodGoodVery GoodGood1300080.2
August 1996GoodGoodVery GoodGood1300080.2
September 1995GoodGoodVery GoodGood1073080.0
June 1994GoodGoodVery GoodGood1050080.0
October 1993GoodGoodVery GoodGood1030080.0
February 1993GoodGoodVery GoodGood1030080.0
August 1992GoodGoodVery GoodGood980080.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,5562,5242840
Steel Protective Coatingsq. ft.84,0003,13676,9963,689179
Reinforced Concrete Decksq. ft.21,03120,849169130
Wearing Surfacessq. ft.14,77914,66611300
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.3012722900
Reinforced Concrete Pier Caplinear ft.7575000
Strip Seal Jointlinear ft.154150400
Pourable Jointlinear ft.1549845110
Elastomeric Bearingeach1810800
Fixed Bearingeach99000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.568555391
Steel Protective Coatingsq. ft.3,45506912,073691
Reinforced Concrete Bridge Raillinear ft.56843391440