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STS CONSULTANTS, LTD. COMPACTION CONTROL REPORT I FIELD DENSITY TEST RESULTS 10900 73rd Avenue North,Sole 150 PROJECT: _ Willow View STS PROJECT: 97439-A Maple Grove,Minnesotr 55369-5547 LOCATION: Orono,MN REPORT DATE: 06/14/00 rr IRL._ 757.315.6300 FAX 763.315.1836 CLIENT: - _ Wilow view Developers,LLC TECHNICIAN:_ RSW "Sobitiwli!Jammer.V•ience h r•:ugin.-uiiirg' CONTRACTOR: Doboszenski Si Sons REVIEWED BY: RCF Optimum 1 In-Place I In-Place 1 li-Place . i F Test ' Maximum Water Moist Water Dry Relati,e I Compaction Pass Test . Elev MallI Dry Density Content Density Coelent Density Compaction I Specification I or No. Date • _ Location or Structure Diagram Attached: : (ft)_Mark ! Ta Pc1)X( . wopr(°4) (Pcf) (%) (PO (°b) (%) Fail l . 44 6/6100 :LOT 9,BLACK 1 1 1026.0 P-3 109.6 14.5 124.5 22.7 101.5 93 I 95 i F 45 6/6+00 ;LOT 7,BLOCK 1 I 1023.0 P-4 r 104.3 18.7 1176 29.0 91,2 87 I 95 F 46 1 616+00 IL0T 6,BLOCK 1 I 4020. _ P-4 104.3 18.7 120.1 24.5 96.5 93L 95 F 47 6/6x00 1LOT 5,BLOCK 1 . 1020.0 P-4 104.3 18.7 121.4 22.4 99.2 95 95 P 48 • 6/6100 LOT 4,BLOCK 1 1022.0 P-4 104.3 ) 18.7 116.6 30.0 69.7 86 95 F 49 6/7100 /LOT 1,BLOCK 2 1032.0 P-c , 104.3 18.7 1192 22.1 97.6 I 94 95 F 50 6/7100 LOT 2,BLOCK 2 , 1030.0 P-z 134.3 18.7 122.5 22.4 100.2 96 95 _P 51 6/7400 ,LOT 3,BLOCK 2 1033.0 ` P-4 1344 18.7 117.3 24.3 - 94.6 91 195 F_ 52 6/7/30 LOT 5,BLOCK 1 1023.0 P-4 1)4.3 18.7 120.5 29.0 93.4 90 7 95 F 53 6171)0 RETEST OF LOT 61 BLOCK 1 1020.0 P4 104.3 18.7 121.5 21.2 100.3 96 95 P ,, 54 6/7/00 RETEST OF LOT 7,BLOCK 1 1023.0 P-4 104.3 18.7 122.8 23.4 99.5 95 95 P _ 55 6/7/00 'LOT 8,BLOCK 1 1024.0 P-4 , 104.3 18.7 123,6 240 99,7 96 95p 56 6/8/00 RETEST CF LOT 1, BLOCK 2 1032.0 P-2 112.2 16.6 130.1 14.8 100 95 ~P 57 6/8/00 RETEST CF LOT 3,BLOCK 2 1033.0 P-4 104.3 18.7 125.1 • 100 95 P 58 6/8/00 ,RETEST CFLOT 5,BLOCK 1 1023.0 P-4 104.3 18.7 123.0 21.3 + - 95 P T ` 59 618/00 LOT 7,BLOCK 1 1024.0 P-4 104.3 18,7 120.7 22.4 95 P' 60 6/8/00 RETEST OF LOT 4 BLOCK 1 1022.0 P.4_ 104.3 18.7 119.9 29.3 32.7 95 F 61 6/8/90 LOT 3,BLOCK 1 1020.0 P-4 104.3 18.7 122.5 24.2 98.6 95 95 P 62 618/00 LOT 4,BLOCK 2 4 1030.0 P-4 104.3 18.7 126,3 21.7 103.8 100 95 P 83 6/8/00 LOT 6,BLOCK 1` - 1022.0 P-4 104.3 18,7 124.8 252 99.7 96 95 P 64 619100 LOT 3,BLOCK 1 1022.0 P-4 1C4.3 18.7 123.9 25A 98.8 95 95 P 65 6/9/00 LOT 9,BLOCK 1 1030.0 P-4 1C4.3 j 18.7 1 122.2 233 99.1 95 95 P Laboratory Compaction Method_ Mark -relax wwi Mark yonai: wool 1 Field Density Test Method: LSCS Elevation Datum: X ASTM 0-1557-79(Modified Proctor) 1 ASTM D-1556(Sand Cone) Cepth Below Subgrade • ASTM 0698-78 iStandard Proctor) X P-1 106.0 12.1 P•3 109.8 14.5 ASTM 0-2922(Nuclear) X jCeplh Below Finish Grade _ Other i P-2 112.2 16.8 P-4 , 104.3 J 18.7 Other Cther t r • t$39.007.1M 4445 tI14i001:56PM ��