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<br /> STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS
<br /> � � 10900 73rd Avenue North,Sui e 150 PROJECT: Stonebay of Orono STS PROJECT: 98999-A �
<br /> ,�� Maple Grove,Minnesota 5536 -5547 LOCATION: Orono,Minnesota REPORT DATE: 10/20f03
<br /> J` 763.315.6300 FAX763.315.1836 CLIENT: Dahlstrom Development,LLC TECHNICIAN: MN
<br /> "Solutions damugh Scirnce&Engineering" CONTRACTOR: C.S.MCCiQS58r1 REVIEW ED BY: SJM:
<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 Conte�ht Density Compaction Specification or
<br /> No. Date Location or Structure Diagram Attached: (ft) Mark yamax(pcf) wo t(%) (pc� (%) (pcf) (%) ('/o) Fail
<br /> 247 1 b/17/03 Cascade Lane,32-Unit fi Biiilding,East 1017:6 P-4 102.0 19.1 120.0 19.2? t00:7 I 99 S� P
<br /> 248 10/17/03 Caseatle Lan..e,�2-Unit eft Building,West 1018A P-4 102.0 19.1 123.4 22.4 �Ob.B 99 97 ' P
<br /> 249 1�f17/03 Cascade Lane,32•Uriit ft Builtling,East 1018.0 P-4 102.0 19.1 120.6 21.8� 9;9:Q 97 97 P
<br /> 250 10l17/03 Cascade Lane,32-Unit eft Building,VN;est 1019A P-4 102.0 19.1 119.6 19;4 �f3Q,2 ' 98 97 . P
<br /> 251 10/�7/.03 Cascade Lane,32 Llnit eft�uilding,East 1019.0 P-4 102.0 19.1 118.6 19.0 99.7 ' 98 97 P
<br /> 252 10l17f03 Keltey Parkway,Sa�i#a Sewer,Existing MH to MH-26- 1019A P-10 96.5 24.6 120.7 25 1 56'5 100 ' 1Q�
<br /> P
<br /> 253 10fi7/U3 Kel[ey Parf�vva�r,Sa�ita Sewer,Existi�g MH to MH-26 1017A P-10 96.5 24.6 121.3 28:.8 957 ' 99 95. P
<br /> 254 :1Dt17/U3 Kelte�+Paf�kuq�y,SBt�it�. Sel�ver,Existing RIIH to MH-2&' 1014.0 ; P-10 96.5 24.6 119.8 28.1' 9&4 ' 98 , � P
<br /> 255 10/17/03 Kelley Parkway,Sanif SeWer,MH-��rta MH-27 1020;0 P-10 96.5 24.6 120.3 25.3 �F4 ' 99 9� P
<br /> 256 10l17>03 Kelley Parkway,S�pifia. .Sewer,M[�2�to MH�27 1017.0 P-10 96.5 24.6 121.1 26.3� 9�:�r ' 99 95 ' P
<br /> 257 10('�QIU3 Cascada.Circl�,��wUntt �#�iuilditr9.V1185���d t0�p.0 ' P-13 104.3 15.1 120A 1�5.� '��.� 100 9� P
<br /> 258 1a/20/03 Cascade�ircle,3�l�mt e�t�ilding,�ast�nd' 1020,0 P-13: 104.3 15.1 118.6 14;$ i0'3.� '� 99 9X P
<br /> 259 10/2Q/03 Watecmain.Keiley Pa ay,Sfa.15+Op 1015.0 P-11 95.0 22.1 116.8 2b.0 9�4 98 95 P
<br /> 260 10/ZOlQ� Wafermetn,I�elrayP.;, y,�ta 14+AU ; 1016.0 P-l1 ' 95A 22.1 115.4 2+�,. 93.1 98 95. ._..;..: P
<br /> 261 101�0103 W84�t17�iCt,K9119�P� �y,.��.13+(30 101 fs.0 : P-1 i 95.0 22.1 118.2 2�:5 �4� 100 �5r P
<br /> 262 10L20/03 VIf�4a�r1�8ir�,�fefl�y�� �t;�.sf8 1�+tf0 1017A ' P-11 ' 95.0 22.1 119.8 23�. ��9: 100 1l� � '' P
<br /> 263 10/2�ff�i Fit4,;8nclg�virater Dn�t�r a�tFio�ra Pads'18f19 ; 102d.Q P-i3 ; 104.3 15.1 119.8 1�:0 '��?4 2 100 97 P
<br /> 264 'f 0/21(03 FiO,6ndgawater Ctr�ve wonllotne Pads 16f'17 1020.0 P-13 104.3 15.1 121.4 '14.� '�Cl�;9 100 �T ' P
<br /> 265 : 10�2�fQ3 Fitl,8r�dgeiiv�Yar G7r#ye* wonhome Pads 24f2'1' 1021.0 P-13= 104.3 15.1 120.2 i 5:8 i��,8 100 � . ':'. P
<br /> 266 1012ifE?� StA[Ri 4�'d1r�;;K811e!y.PB, �'�k#�C$l�l(i-8 1015.0 P 10:; 96.5 24.6 120.3 2�; �:1 ' 99 95 ' P
<br /> 267 10/2t/03 Stoit�l btain,!fC81le}r.P y{�t)C8N1W=7 i 017.0 P-10 96.5 24.6 120.8 �7:� 94:� 98 95: P
<br /> Laboratory Compaction Method: Mark ydmax wo t Mark ydmax w,i Field Density Test Method: USGS Elevation Datum: X
<br /> ASTM D-1557-79(Modified Proctor) : F�-4 ' 442�0 1�.1 P.��� - t04.3; 75 1 !ASTM D-1556(Sand Cone) 'Depth Below Subgrede
<br /> ASTM D-698-78(Standard Proctor) P 11 , 9$;0 22:9 P-10 I 96.5 I 2+�6 'ASTM D-2922(Nuclear) ;;,�C. i Depth Below Fnish Grade
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<br /> Other " , , : Ehli,,. : ;� i; C7#�ter ,.
<br /> F698999A-1 CCR.xIs
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