150 ST (CSAH 5) over US 14


+44.05414, -93.46685
44°03'15" N, 93°28'01" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:150 ST (CSAH 5) over US 14
Structure number:81008
Location:1.6 MI E JCT MN 13
Purpose:Carries highway over highway
Route classification:Minor Collector (Rural) [08]
Length of largest span:105.3 ft. [32.1 m]
Total length:219.2 ft. [66.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:650 [as of 2016]
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:Better than present minimum criteria [7]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:97.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodVery GoodGoodVery Good65097.9
June 2016GoodVery GoodGoodExcellent22594.0
June 2014GoodVery GoodGoodExcellent22598.0
June 2012GoodVery GoodGoodExcellent22598.0
May 2011GoodVery GoodGoodExcellent22598.0
May 2010GoodExcellentExcellentExcellent22598.0
October 2009GoodExcellentExcellentExcellent22598.0
January 2008GoodExcellentExcellentExcellent22598.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,0851,0612400
Reinforced Concrete Decksq. ft.8,6198,615400
Wearing Surfacessq. ft.7,8897,882700
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.204200400
Reinforced Concrete Pier Caplinear ft.4040000
Pourable Jointlinear ft.544544000
Elastomeric Bearingeach1515000
Fixed Bearingeach55000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.532532000