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� � � � � � � � � � � �' � � � � � � ' � STS CONSULTANTS LTD. COMPACTION TEST REPORT/ FIELD DENSII"Y TEST RESULTS - � � 10900 73rd Avenue North,Su te 150 PROJECT: Stonebay,af Orano STS PROJECT: 98959,A , y� Maple Grove,Minnesota 553 9-5547 LOCATION: Orono,Minnesota REPORT DATE: �0123�0� 7s3.3�5.ssoo FAX763.315. 836 CUENT: Dahistrom Development,LLC TECHNICIAN: Cv[t�l "Solutians through Scirnce&Enginrering" CONTRACTOR: GS.MCCif05SaF1 REVIEWED BY: $��' Optimum In-Place In-Place In-Place Test Maximum Water Moist Water Dry Relative Compaction Pass Test E�ev MaYI Dry Density Content Density Content Density Compaction Specification or No. Date LoCation ot StruCture Diagram Attached: (ft) Mark yamax(pcf) wo�(%) (pcf) (%) (pcf) (%) (%) Fail 2.68 10/221U3 Fill;6ridgeuarater Qrive, �wr�home Pads 13-15 �02i.0 P-10 96.5 24.6 118.6 �2.5 3.:68 100 > 95 P 269 10/22/03 FiII;Bridgewater Dr�ve, owr�home PadS 1ET-12 1021:0 P-10 96.5 24.6 119.5 �3,1' i.�7.7 100 � .. P 270 10/221b3 Fill,.�ridgewater Dr�ve, awnhoms Pads 7-9 1021.0 P-i0 96.5 24.6 119.0 24.�. 55,$ 99 �5' P 271 10122/03 Watermain,Keiley Pa . y,Sta.16+00 1016.0: P-1U=. ' 96.5 24.6 117.7 26.3 9�.2 97 9S. . P 272 10/22/t?3 Wete�rnain,i�elley Pg y,5ta.17+OD 1018.0 -- P-tfl; 96.5 24.6 119.2 26.H 94_0 97 9S P 273 10/22fU3 uifatermain,I�elley P� y,.Sta.18+00 1020A ' P-14 96.5 24.6 118.5 27.6� 92.8 96 ; 95r ' P 274 10/23F03 8tidg�Nater�nve,To; hotne'Pads 16/17 1022.0 : P-11 95.0 22.1 116.9 2�.3 9�& 100 �� P 275 1D/23(03 Bridg�wafer�3n�e,Tb; or�t�PadS 48.119 1U22A P-11 ': 95.0 22.1 120.3 25.' . 9Fs� 100 ' B7 P 276 i 0/23/03 Bridgewaf�r Drive,Ta, home Pads�0/21 102�.Q P-11 95.0 22.1 118.5 24. 9�:9 100 S� ._ '; P 277 `10(2�b� Bridgewater�rius,Tq:. t�or�e Pads9fE'i 1023.0 P-11 95.0 22.1 118.0 2fi,� 9�:� 98 i �7` . ',. P 278 : 10/��/03 5arii'�arySev�aT,k��Wld� t�nv.e::.;MHGta.A�H�23 1024_(? P-4 102.0 19.1 120.8 i�.� i�w�,� ! 100 !iCJO. = P 279 < tA/�3�b3 San��ewer,�ou�de [�r{r�e�TiIH 23 ta MFl•24 t�17.0 ' P-4 : 102.0 19.1 118.9 17:6 itl'1.1 99 95 P 280 10/23A03 Sar�:F#�y&ew�rF�ou[sie brEve;MH-23 to MFt 24 1020.0 P-4 102.0 19.1 119.6 18.5 ��f0.9 ' 99 �'S� ' P 281 10/��0� S8t'f�81Fyv�`ietlY9� �t4Uttte DtivB;FAH-24 t#:11�1H-2S. 1019 4J ' P-41 ' 95.0 22.1 116.8 2�F.; 93 G 99 �5 P 282 10L24/0.3 S8t11ta1y Setiv�l" Bt�ufde Drt�l�;MM�4.tr�MH-2S 102'1.0 ' P-t 1 :'' 95.0 22.1 117.3 2�. �4,� 99 &� _ P 283 iDf24J0'� BHd��vat��;��ri+�e T� hflt�V�;P�tisif2 1Q22.0 ': P-5 ' 107.7 16z 122.6 1 ;. i�.5 ' 98 � ! P 284 10f24/� 8r�d:g�ua��r�rive,.TO ['�t�+9.P�ds 1 f2 �024.0 P-S ' 107.7 162 123.5 i fi,� '€(�t'i:i 99 � P 285 1 b�'Ldlb� F�ndg�B�vater:}?�ive,To ar�g,P��is3�+� fia24.0 P-5 107.7 16.2 121.6 15„� '��:4 ' 98 ��. P 286 10/24/0� 6ridg�water.�J€ive,TCi �1�P�dS:S/& 1026.0 " P-5 : 107.7 16.2 124.4 1�„'� ��f6.6 ' 99 �. P 287 '; 1 b1��1(d3. B�i.d„ ev�ater�nWe,l'' ms P�LIs 3/� 1026.0 ' F�-5 I 107.7 �6.2 122.0 16''.. ��f�� ss 9S ' P Laboratory Compaction Method: Mark yamax wp i Mark ydmax wo� Field Density Test Method: USGS Elevation Datum: Jf ; ASTM D-1557-79(Modified Proctor) ` t�-� lt�2 0 '1:�,7 P�j3 ' �F04.3' i$:1 -ASTM D-1556(Sand Cone), Depth Below Subgrade ASTM D-698-78(Standard Proctor) F'�:'i ' 95;�41 2�,1 Prib ' 96.5' �±�:6 ;ASTM D-2922(Nuclear) ;�� ;Depth Below Fnish Grade = E3ther , : P-5 ' fD7:7 46.2 ' _ . E�tlter i C7t��t ;. F698999A-1_CCR.xIs