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STS CONSULTANTS, LTD. COMPACTION CONTROL REPORT/FIELD DENSITY TEST RESULTS <br /> 10900 73rd Avenue North,Suite 150 PROJECT: hlavarre Frre Station STS PROJECT: 9�-B <br /> � � Maple Grove,Minnesota 55369-5547 LOCATION: Navarce,lltbnnesota REPORT DATE: �1lf2bF0:3' <br /> 763.315.6300 FAX 763.315.1836 CLIENT: Ciiy of Qrono TECHNICIAN: '�1� ' <br /> "Solutions through Science dc Engineering" CONTRACTOR: FF.JBdliGki REVIEWED BY: ' MF <br /> Optimum In-Place In-Place In-Place <br /> Test Maximum Water Moist Water Dry Relative Compactlon Pass <br /> Test Elev MaYI Dry Density Content Densiry Content Density Compaction Specification or <br /> No. Date Location or Structure Diagram Attached: - (ft) Mark yamax(pC� wo (%) (pc� (%) (pcf) (%) (%) Fail <br /> 6' 7!#€�3 Foatir►gs;farid C 1 4A P-1 102.2 12.6 121.1 14.2- iQ�6:0 ' 100 100 P <br /> 7 7�#Q�q3 , F�c�atings;Grid B-1 4.0 P-1 102.2 12.6 124.1 2U.5 ' 1Q3;0 100 1� P <br /> 8 7�1(�L13 FqQfin�;>Gr[d B-2 4.0 P 1 102.2 12.6 120.8 ' 16.6 tD8;6 100 1p0 P <br /> 9 ?/�QI��° '' F�lo�llt�,s��"af�8.5-2 4.0 P 1 102.2 12.6 123.8 2A.1 11�3:1 i 100 1�lQ P <br /> 10 T�l{ilii3 I �Cycttln�:�rid 8.�-3 4.n I P-1 102.2 12.6 121.1 13.9 i�336:3 100 11Af� ' P <br /> 11 71.�t�i}3 ' �o�l��,���#-4 4.0 'P-1�� � 102.2 12.6 117.8 � 15A �` '�(Y2;4 �� 100 1QC3 ��� P <br /> 12 7f,iS�14}3, ' Fc�i3n�s;t�r�!B.�-4 4A P-1 102.2 12.6 120.7 13.9 1U6:0 100 100 P <br /> 13 �Ii�3 P[��r��s;�r�CJ 3 � 4 0 ���'P-1����� 1022 12.6 123.2 `� 15.5 �- 106:7 � 100 10D �'� P <br /> 14 �I�$�3 Footings;��A-3 SG P-1 102.2 12.6 119A 14.9' 103;6 100 104 P <br /> 15 ��'f$�fl3 " Fc�otin�;Grici 8.5-1 $G P-1 1022 12.6 120.4 16.8 '�03:1 ' 100 1(7� P <br /> 16 7�i$(Q3 ' Foatings,Cr�b-2 SG P-1 1022 12.6 123.7 18.0 104:$ ' 100 1(�t3 P <br /> 17 TffBlt}3 �'trplingS;Gfid E3.5-4 5� P-1 102.2 12.6 123.4 12.0 110�2 100 1DO ' P <br /> Laboratory Compaction Method: Mark Yam� Wo c Mark ydmax w Field Density Test Method: USGS Elevation Datum: �C ' <br /> ASTM D-1557-79(Modified Proctor) P 1 1t�22 1�:6 ASTM D-1556(Sand Cone) ,Depth Below Subgrade <br /> ASTM D-698-78(Standard Proctor) X r ''ASTM D-2922(Nuclear) X:; 'Depth Betow Finish Grade <br /> €�1lier EKher Cittrgr <br /> F699043B-2 CCR.xIs <br />