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� � STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS .
<br /> 10900 73rd Avenue North,Suite 150 PROJECT: Stonebay of Orono STS PROJECT: 96998-�
<br /> � Maple Grove,Minnesota 55369-5547 LOCATION: QTono,Minnesnt3 REPORT DATE: ��/"��fD3
<br /> 763.315.6300 FAX 763.315.1836 CLIENT: Dahlstrom Developmeqf,tLC TECHNICIAN: �i
<br /> "Solutinns rhrough Sciencc&Engineering" CONTRACTOR: C.S.MCCI:OSSc�I[i REVIEWED BY: $J1V1 _
<br /> Optimum In-Place In-Place In-Place
<br /> Test Maximum Water Moist Water Dry Relative Compaction Pass
<br /> Test Elev MaYI Dry Density Content Density Content Density Compaction Specification or
<br /> No. Date Location or Structure Diagram Attached: (ft) Mark ydmax(pcf) w, (%) (pcf) (%) (pcf) (%) ('/o) Fail
<br /> ; ;
<br /> 268 1.0/22l03 Filt,6ri.dgeuvater Qdve;Touvnhome Rads;13-15 #021 A P-10 96.5 24.6 118.6 ;' 22.5 g�8 100 � <: P
<br /> 269 10122✓03 Fiil,B�dgewater Dr�ve,;fowclhotrie PadS;1.Q-12 t021 A P-10 96.5 24.6 119.5 ;;,. ���.. �`'� ..;,; 100 ., �� _ P
<br /> 270 1O122/d,3 Fllf,E�ricJgewater�r�ve;Tawnhon;ie Rads 7 9. iQ21,0 P�10 ' 96.5 24.6 119.0 .' ��#� ` ��$ 99 � ': P
<br /> 271 1O122f�3 Watermain,Kelley ParlCway,.Sta:16+OQ. 1016.0 P-10°; 96.5 24.6 117.7 ; C6,� ': � 97 9$...... ,; P
<br /> 272 TQ/22lE?�: Wete�nain,I�e11ex Pa�way,St�.17+OD 1018.0 P-t0: 96.5 24.6 119.2
<br /> 26$ `; 9+4 0 97 �5. . P
<br /> , , ,, ;
<br /> 273 10/22f03, Wa�r[nain K�1P�y f��tftvuay,Sta;;TB+00: �U�Q:O 'P-ifl 96.5 24.6 118.5 ' 27 8 ' ��9. , 96 ,,�� ,.. P
<br /> , _ ,
<br /> 274 10/23f03 : Bnd��vvafer D�iv� Tc�r;ih�r�e P.ads 16/1.7 1 Q22.0 ;P-11 95.0 22.1 116.9 ; 2�3 .' , 94� 100 '� ' P
<br /> 275 lD/231E33. . BHtl��ivu�ler 6�i�,Townt�ar�i�Pads t8/19 i ti�2:� P-t 1 ' 95.0 22.1 120.3 I �Bs 9&� 100 �# _... P
<br /> 276 1;0/23103 Bridgeliva€erf3rive,Tawrnl�ome R�ds 20L21 iQ22.0 P-11 95.0 22.1 118.5 ' ��4$ 3�� ; 100 �3',, P
<br /> 277 1;0(L�ID3..;;. �ridge�#er�3xlus�T�wnha�#F��dsSf�'x ; 1�23.fl ;P-11 95.0 22.1 118 0 ; �� ':. �.3�_,,�;. 98 ,.. :� _;: P
<br /> 278 1 Q���Q� � 5an�;�Y���erT�u,C,der G��is�:NIH�t�A+IW�� to24 0 :.�-4 ' 102.0 19.1 120 8 - .��.� ;, ���. ;; 100 � �;��a'.... : P
<br /> :
<br /> 279 i U1��f� ;; 5a�n�ary 8evyer;�ufder�r�ya�1dIH_�3�a�1�2�4 . tUi�o . : P-4 i o2.0 19.1 118 9 _ 1�$ . . ��°'I :: 99 9�i . P
<br /> ,.
<br /> 280 4:0/23fo� SanRaryF Sewer,Bt�ulsfe[t�rive,�IH 23�:�CH2�4. . 1 Q20.0 P-4 : 102.0 19.1 119.6 18:5 ; '��ifJ'9 ; 99 �� .. P
<br /> 281 f:0��4{03:.; �`�[t��Y�'ie11K8i:6�S�11F���L'�f��8,I�H Z�.t�i�IF��S ::: 10194x . ;:p-t1 _ 95.0 22.1 116 8 � 2+�5.;.. _ ,�r- ; 99 , P
<br /> 282 1.U124183 -: S��pi�Sty��W�C;,B�ui+�it�b�t►�,I�H���luiH 28. 1o2i:.R F-1:1 ' 95.0 22.1 117 3 _ 2�5 ; �� : 99 9�,.�,� P
<br /> - :,, 4H� . ,,..,��5 .: 98 ,�_ ' P
<br /> 283 1 D��4xD� : Btid����C��i�t� 7�V�rri[�bl��L�d�i12,:; tQ22 6.: :'..P-5 ' 107.7 16.2 122 6 ,;. . r,.
<br /> , ,
<br /> 284 i0�2d�Ft� ; $�1�g��P#��iik@ TcSv�t�iSt#�!�P!at�S if� :' 4(32h 0 . P� .: 107.7 162 123 5 1�.�_' _ �y 99 . '� .. _....,; P
<br /> , 3 ; ���n, �
<br /> 285 i bi��Wb� :' ��dg�Vale�€�ni��,Td�vr�1�,�adt�+�: �024 0 i P�S 107.7 162 121.6 � .'I�a� `�� : 98 , ,,�_„�,._.. ; P
<br /> 286 1'9�l24l�3 .;: pndg�i�ate�EJ�iv��T�w[ihome_P�is-��� ` tD26_0 R-5.:: 107.7 16.2 124.4 ;; . 1�.�',:::. '���� .' 99 �5�_...__..: P
<br /> , : _. � „ ��t
<br /> 287 1;b12��3_:: �lTic�ge�Vafer��e�`I"vwrt�am6 P����/� ' i oz6 U. � .'P-5 107.7 16.2 122 0 ''.: ;)�a�,;: ..��'� ' ss ?.��.... ..:; P
<br /> Laboratory Compaction Method: Mark rdmax w � Mark �yamax wo� Field Density Test Method: USGS Elevation Datum: X ';
<br /> ASTM D-1557-79(Modifled Proctor) ;f�� ; 1�J�,0! 'k�"1 R:�3 '�p4 3. .... ��r 1: ASTM D-1556(Sand Cone) , .._.,;. ;:Depth Below Subgrade
<br /> ASTM D-698-78(Standard Proctor) 7�;!i �w'�1.: . '! .��k ; ��1 F�:1�1 96 5 ;= ���,'; 'ASTM D-2922(Nuclear) „�; ,.;;Depth Below Fnish Grade .
<br /> Othie� > �;:�
<br /> ;, 1�1I�:7;
<br /> #6;� ' t)i�ter ` ; : �'�aer , ;
<br /> F698999A-1 CCR.xIs
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