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Northfork GPR Summary <br />Project Segment <br />Pavement <br />Aggregate <br />Section <br />Street <br />Segment <br />Description <br />Min <br />Max <br />Avg <br />Min <br />Max <br />Avg <br />Avg <br />Min <br />Location <br />Driscoll <br />Circle <br />164th Ln / CDS <br />1.9 <br />4.4 <br />2.9 <br />3.2 <br />7.1 <br />5.2 <br />8.0 <br />5.8 <br />110' North of <br />164t' Lane. <br />Fortmann <br />164th Ln / CDS <br />1.6 <br />4.1 <br />2.4 <br />2.5 <br />7.9 <br />5.3 <br />7.7 <br />5.0 <br />294' North of <br />164th Lane. <br />Circle <br />Halas Circle <br />164th Ln / CDS <br />1.6 <br />3.6 <br />2.4 <br />2.1 <br />6.2 <br />4.6 <br />6.9 <br />4.0 <br />25' North of <br />164th Lane. <br />Project Summary <br />1.6 <br />4.4 <br />2.6 <br />2.1 <br />7.9 <br />5.0 <br />7.6 <br />4.0 <br />Halas Circle, <br />25' North of <br />164th Lane. <br />t <br />o. <br />a) <br />0 <br />2 <br />4 <br />10 <br />12 <br />0 <br />2 <br />4 <br />6 <br />8 <br />10 <br />12 <br />0 <br />GPR Data (Driscoll Circle: 164th Lane to CDS) <br />50 100 150 200 250 300 350 <br />400 <br />450 <br />; :•• <br />••si�.,�..• .+z:o <br />t.*y., <br />�* <br />«yam •4.0 <br />. <br />+:» <br />.d« <br />%,• <br />ti• <br />+ am... .• <br />• <br />. • • <br />• <br />• <br />•• <br />. •' <br />• <br />• • ti <br />A•• t •._ r <br />... <br />. <br />• <br />..M <br />+. <br />.• <br />r <br />I. <br />y� <br />}� .• <br />• Bit De <br />-_ . <br />0 <br />Station (ft) <br />GPR Data (Fortmann Circle: 164th Lane to CDS) <br />50 100 150 200 250 300 350 <br />400 <br />pth <br />• Agg Depth <br />(in.) <br />450 <br />• <br />1 <br />1 <br />- <br />1 <br />. <br />r <br />.. <br />.•r <br />' <br />.: <br />• <br />.ti •. <br />• <br />+L• <br />•ti'-•ram, <br />••. <br />�. <br />r• <br />• <br />•ti <br />ti <br />• <br />ti. <br />• ~ <br />• Bit De <br />(ini <br />Station (ft) <br />pth <br />• Agg Depth <br />(in.) <br />Feasibility Report <br />2018 Street Overlay Improvements <br />City of Ramsey Project No. 18-03 <br />