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STS CONSULTANTS, LTD. COMPACTION CONTROL REPORT I FIELD DENSITY TEST RESULTS <br /> 10900 73rd Avenue North,Suite 150 PROJECT: Willow View STS PROJECT: 97439-A <br /> Maple Grove,Minnesoia 55369-5547 LOCATION: Crone,MN REPORT DATE: OSl,1f00 <br /> k 763.315.6300 FAX 763.315.1(36 CLIENT: Willow view Developers,LLC TECHNICIAN: AS,RW <br /> SolnliorslkroughScienec.c a+gmea,na" CONTRACTOR: _ Doboszenski B,Sons _ REVIEWED BY: _ RCF- <br /> 1 w i Optimim In-Race In•Place I In-Place <br /> Test Waximum Water Moist Water i Dry Relative Compactor � Pass <br /> Test Etev Mat'! Dry Density ContEnt Der sity Cmtent Density i Compaction; SpeciftcalionI or <br /> No. Date ;Location or Structure D'agram Attached:i (11) Mark J yeeur(pct) L wpm(X,) (p O '(04) (pd) (%) (%) <br /> .- <br /> Fail <br /> 103Q 0 P-1 106.0 12.1 127.5 17.6 108.4 i 1 00 95 I P <br /> 26 5/24100 'LOT 5,BLOCK 3 : <br /> 27 5!24!00 ;LOT 4,BLOCK 3 1030.0 F-1 106.0 12.1 122.7 i 21.7 100.8 95 95 P <br /> -28 5124!00 !LOT 3,BLOCK 3 1 1030.0 F-1 106_0 12.1 124.7 23.8 100.7 95 I 95 P <br /> 29 5/74100 ;LOT 32,BLOCK 3 1034.0 F-1 106.0 12.1 124.8 19.4 104.5 . 93 _- I 95 P <br /> 30 --5124!00 1LOT 1,BLOCK 3 1034.0 F-1 106.0 12.1 124.5 18.5 105.1 99 I 95 P <br /> 31 [ 5/24/00 WILLOW VIEW CRIVE,STA 23+50 10300 P-1 106.0 12.1 121.2 19.8 101.2 9.5 i 95 P <br /> 32 51:5100 LOT 10,BLOCK 1 1 1031,0 P-1 106.0 12.1 122.4 24,5 98.3 93 95 F <br /> 4 <br /> 33 5125100 LOT 7, BLOCK 1 10240 F-1 106.0 12.1 124.8 22.8 101.6 96 95 P <br /> 34 5/25/00 LOT 6,BLOCK 3 1031.0 F-2 112.2 16.E 129.4 15.7 111.8 . 1(0 95 - P <br /> 35 5/25/00 LOT 5,BLOCK 3 - 1031.0 P-3 109.6 14,5 124,9 17,2 106.6 j 97 - 95 P <br /> T. <br /> 36 5/25/00 LOT 4,BLOCK 3 1031.0 13-1 106,0 12.1 123.6 22.8 100.8 i 93 95 4 P <br /> 37 5125/00 LOT 3,.BLOCK 2 1031,0 F-1 106.0 12.1 126.6 19.8 105.7 1(0 95 P '. <br /> 38 5!25/00 LOT 4,BLOCK 1 10300 F3 109.6 14.5 126.4 18.0 107.1 93 95i P <br /> 39 5!25100 LOT 5,BLOCK 1 1022.0 13•1 106.0 12.1 122.0 20.1 101.6 1 96 95 P <br /> 40 5/26/00 SLOT 5,BLOCK 1 10230 P-1 106,0 12.1 122.7 22,0 100.6 93 95 P <br /> S <br /> 41 5/26/00 LOT 8,BLOCK 1 10190 P-1 106.0 12.1 123.5 19.2 103.6 93 95 P <br /> - <br /> 42 5/26/D0 iLOT 7,BLOCK 1 102.5.0 P-1 106.0 12.1 125.5 20.9 103.8 93 95 P <br /> 43 5/26/00 RETEST OF LOT 8,BLOCK 1 1035.0 P-1 106.0 12.1 126.419.6 105.7 1C0 95 P <br /> - i <br /> Lebo-story Compaction Method; Mark ydmax w,4,1 Mark ydmax _ w,,, Field Density Test Method: _j USGS Elevation Datum: X <br /> ASTA1 D-1557.79(Modified Proctor) _ ASTM D-1556(Sand Cole) T Depth Below Subgrade r. <br /> ASTM D-698-78(Stancard Prodor) X P-1 106.0 12.1 P-3 109.6 14.5 ASTM D-2922(Nuclear) X Depth Below Finish Grate <br /> Other P-2 112.2 96.8Other ? Other <br /> 513 loo 1:13 AM <br />