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<br /> STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS
<br /> � � 10900 73rd Avenue North,Suite 150 PROJECT: Stonebay of Qrono STS PROJECT: 98999-A '
<br /> � Maple Grove,Minnesota 55369-5547 LOCATION: Orono Minnesofa REPORT DATE: �0!"��F03
<br /> '� 763.315.6300 FAX763.315.1836 CUENT: Dahistrom Devel,p�m�nt,,LLC TECHNICIAN: MN
<br /> "Solutions through Science&Engineering" CONTRACTOR: G.S.MCCT�SSa� REVIEWED BY: $J.
<br /> Optimum In-Place In-Place in-Place
<br /> Test Maximum Water Moist Water Dry Relative Compaction Pass
<br /> Test Elev MaYI Dry Density Content Density Content Density Compaction Specification or
<br /> No. Date Location or Structure Diagram Attached: (ft) Mark yamax(pcf) wo,(%) (pcf) (%) (pc� (%) (%) Fail
<br /> 247 1 b117/03 Caseade Lane;3�Unit k.ef�:Buiiding,East 1017:0 F-4 102.0 19.1 120.0 19:2.', �bt�7. I 99 9'� . P
<br /> 248 1'0/17/03 Cascade Lane:;3�Uri�Lef�B€�ilding,VN.est i018.0 P-4 102.0 19.1 123.4 �2 4, '#13b� ,; 99 9? ; P
<br /> 249 1 b/17f03 Cascada I.ane;;3�tlmt:l.eft���Idfng,East 1018.0 p-4 102.0 19.1 120.6 ' �:� ��;Q 97 9� P
<br /> 250 1Al17/03 Cascade Lane,32 Unitieft Buil�ing,WeSi 1019.0 P-4 102.0 19.1 119.6 19.4, ��0.� : 98 9�` P
<br /> 251 1,0117L03 Cascade Lane;32 Llnit�eft�uilding,Eas.t 1 Q19.0 P-4 102.0 19.1 118.6 ' 19.0' 8�;7 98 ;9'F P
<br /> 252 tUl17/03 Keltey.Parkway,Sa�ita�r Sewer;Exisii�g;NIH to MH-26 1 Q19.0 P-10 96.5 24.6 120.7 251 ' 9�;5 '. 100 1:0� P
<br /> 253 1:0[17/03;. Kelt2y:Pa�';,SAdi3�; SdrNet;Ewsii� :MH#a 11AH-�6 1.0..17.0 P-10 ; 96.5 24.6 121.3 �6 8„ �� ,: 99 � ,: ' P
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<br /> 254 10117/03 Kel[eX:Pa�ttwe}i S�t�it��yS��ve1;Exis�tng;NlFl#��IW 26 1Q1�.0 ` P=10 96.5 24.6 119.8 2�y ; Bb'� ', 98 � _. P
<br /> 255 10/17/03 Kelley.:Parkw��r,Sanitar;y��Wer,NI�-2E`x ta MH E7' 1�20.0 P-10 96.5 24.6 120.3 �3;. _�1��. ; 99 � P
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<br /> 256 1::iJ/171� K81IB}t;F�a�YK�yr$��i#arjr��tiver M1�.�Gto I�IH 2� t0�7.0 P-10 96.5 24.6 121.1 ?„�i`�.'3;: .. ��.'�. : 99 � ! P
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<br /> 257 1.(?I�OF(� ��ads�ir�fa,���1[�����,fE�lldlRg.��sf��d.; t02p,0 `P-13 : 104.3 15.1 120.0 . i�,�r;; ,�;�� : 100 � ;; P
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<br /> 258 i';p��E?� Cascad��i��l�,��IJn(��e�E��i([ding,�t:��d 102E3U F�-13 104.3 15.1 118.6 14 8.:: ��3�k3 '. 99 3�` P
<br /> 259 10/20/03 WateFinaln,Kelley Papkway,Sta.iS+AO- 1015.0 P-11 95.0 22.1 116.8 25 Q.; 9��4. 98 95 : P
<br /> 260 1:Of20/03:. VV�afe[Fri�lt�,I��1��'��i+e�y,StB 14+A0':. 1(11.6.� P-11 95A 22.1 115.4 2�ti0: '�'I 98 ' P
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<br /> 261 1;O��DI03 : tAtBt��i1t.�f��11e����iC�((�f'y_,$t� 13+Q0:. i61fi.0 P-11 95.0 22.1 118.2 ���: � 100 '�i P
<br /> 262 1'O�PO/0;�: VItBtBt�xiditt,F€�1��t�?`�F��,_st� 12+�)Q.: 101'F.0 P-11 ' 95A 22.1 119.8 2��H; BI#� : 100 1;�� P
<br /> 263 1��1��/If�:: Fil�,�p���v�!�t��Dt��,�ttR��?��PB�'�$ff�. .:; . �(3EU.4I P-f3. 104.3 15.1 119.8 'l��k- �!� ;: 100 �.�9' P
<br /> 264 1;0l�i/03 Fil���dge'�t�t�!�f�!t�,�v�loAFforR�PadS:'��`1'7 162{1.0 P-13 104.3 15.1 121.4 '����; '��.: 100 ;�+� � P
<br /> 265 1Q�2�/Q3-; F11;�fi�l��iq�f8�',p�W��tM1�o�#hRriie P�ds;24�1�`I , 4b21.0 P 13 104.3 15.1 120.2 'i��$' '�� . 100 '�` P
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<br /> 266 1'0�^�i�b�;. StQn�t:t3��r�K�Ilep Pa�kwa.y�At�G�h�H:8� ia15.0 ` P-10 96.5 24.6 120.3 '��k�; �'# 99 �S _ ; P
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<br /> 26� 10/E#/03., SfoR#t+C?[8llt�,l��lle P.8€kYva�{�i)�I�IH:7 ' 1013.0 P-10 , 96.5 24.6 120.8 �7 3 ' � � P
<br /> Laboratory Compaction Method: Mark ydmax wo� Mark ydmax wo i Field Density Test Method: USGS Elevation Datum: X :!
<br /> ASTM D-1557-79(Modified Proctor) ,P-4 ;: �Q,�4 . 1.�:1 F 13 ;,1A4 3 ';., _'��� . ..; ASTM D-1556(Sand Cone) „ ..,.;;. ;Depth Below Subgrade ;
<br /> � ,Depth Below Fnish Grade
<br /> ASTM D-698-78(Standard Proctor) � ��11 ` �5��; �:1 F 10 96.5 _ ���� ASTM D 2922(Nuclear) ;�
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<br /> Other ': ` , , �tT? . ,.
<br /> F698999A-1 CCR.xIs
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