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2003 - P06241 - new structure
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0925 Willow View Drive - 28-118-23-44-0008
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2003 - P06241 - new structure
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Last modified
8/22/2023 4:26:04 PM
Creation date
2/14/2020 11:34:07 AM
Metadata
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x Address Old
House Number
925
Street Name
Willow View
Street Type
Drive
Address
925 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440008
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Updated
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STS CONSULTANTS, LTD. COMPACTION CONTROL REPORT! FIELD DENSITY TEST RESULTS <br /> cPROJ10900 73rd Avenue North,Suite 150 <br /> ECT: Willow View Estates STS PROJECT: 97439-A <br /> Maple Grove,Minnesota 553694547 LOCATION: _ Orono,MN REPORT DATE: _ 06£29,00 <br /> 763.315.6300 FAX 763.315.1535 11 <br /> CLIENT: 1Mtow View Developers,LLC TECHNICIAN: RSIV <br /> Solialoasfnremee Szmice h L•rrgiireerrrig" CONTRACTOR: ^�^ Doboszrnski 8i Sons REVIEWEC BY: RCF <br /> jOplimum In-PI.sce In-Place In-Place I i <br /> I Test Maximum Water Moist Water Ory Retattre Compaction Pass <br /> Test I _ Elev Marl Dry Density • <br /> ? Content Density Content Density Compaction Specificaticn or <br /> No. 1 Dale !Location or Structure Diagram Attached: ; (ft) Maik yemmx(pcf) ! wept(%) (pc0 (%) (pct) (%) (%) Fail <br /> 66 I 6/9/00 LOT 8,BLOCK 1 1025.0 P-t 104.3 E 18.7 124.4 19.0 104.5 100 95 P <br /> s <br /> 67 619/00 LOT 7,BLOCK 1 1025.0 P-4 104.3 1 18.7 1209 25.7 96.2 92 95 F r <br /> 68 619,00 LOT 6,BLOCK 1 `1023.0 P-4 104.3 18.7 123.4 20.6 102.3 98 95 P <br /> 69 619/00 LOT 5,BLOCK 1 1025.0 P-4 104.3 18.7 120A 39.2 92.5 89 _ 95 F <br /> -. 70 6/9,00 RETEST OF LOT 4,BLOCK 1 1022.0 P-.. 104.3 t 18.7 123.9 24.1 99.8 96 95 P <br /> 71 J 6/12/00 LOT 3,BLOCK 1 1025.0 P-t 104.3 18.7 120.6 21.2 99.5 95 95 P <br /> 72 6/12100 LOT 4,BLOCK 1 ^,T 1024.0 P-� 104.3 18.7 123,8 22.0 101.5 97 95 P_ <br /> 73 I 6/12/00 RETEST OF LOT t,BLOCK 1 1025.0 P-4 104.3 18.7 1205 24.0 97.2 93 95 F <br /> 74 , 6/12400 4F1ETEST OF LOT 7,BLOCK 1 1027.0 P-4 104.3 18.7 122.6 24.0 96.9 95 95 P <br /> 75 6/12/00 LOT 8,BLOCK 1 1028.0 Pl 104.3 18.7 1205 15.8 104.1 100 95 P <br /> 76 8112/00 LOT 3,BLOCK 2 1034.0 P-a• 104.3 18.7 124.0 25.4 98.9 95 95 P • <br /> • <br /> 77 6112/00 RETEST OF LOT 5.BLOCK i 1025.0 P-4 104.3 18.7 1223 20.6 101.4 97 1 95 P <br /> 78 6/12/00 LOT 10,BOCK 1 1032.0 P-4 _ 104.3 18.7 123.1 23.7 99.5 95 95 P <br /> 79 6/12/10 LOT 9,BLOCK 1 1033.0 P-4 104.3 18.7 1255 20.1 104.6 100 95 P <br /> 80 6/131D0 LOT 6,BLOCK 1 1026.0 P-4 104.3 18.7 124.0 23.5 100.4 96 95 P <br /> i <br /> 81 6/19100 LOT 11,BLOCK 1 1026.0 P-4 104.3 18.7 121.6 22.8 - 99.2 _ 95 95 P <br /> 82 6118/00 LOT 11,8_OCK 1_ • 1030.0 _ P-4 104.3 18.7 123.0 24.6 98.7 95 95 P <br /> ( 83 6/21/00 LOT 11, BLOCK 1 1034.0 P-4 104.3 18.7 120.6 29.3 93.3 89 95 F <br /> 84 6/22100 RETEST OF LOT 11,BLOCK 1 1034.0 P-3 109.6 14.5 127.0 15.6 109.9 100 95 P <br /> ( r i <br /> Laboratory Compaction Method: Mark yanas wept Mark Wax _ wept Field Dersity Test Method: JSGS Elavalion Datum: X <br /> ASTM)4557-79(Modified Procter) I ASTM 0-1556(Sand Cons) Depth Below Sub'rade <br /> f <br /> ASTM J-698.78(Standard Proctor) X P-3 109.6 14.5 ASTM D-2922(Nuclear) X Depth Below Finish Grade <br /> Other ( P-4 104.3 18.7 Other Other <br /> 1630c001.xrs 6E44 6r29100 9.:b N.4 <br />
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