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� � � � � � � � � � '� � � �iZ � � � �" `� <br /> STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS - <br /> � � 10900 73rd Avenue North,Su e 150 PROJECT: Stonebay of Orono STS PROJECT: 989�9-A <br /> �� Mapie Grove,Minnesota 553 -5547 LOCATION: Orono,Minnesota i REPORT DATE: 10/3�103` <br /> 7s3.3�5.s3o0 FAX763.315. 836 CLIENT: Dahlstrom Devel�pment;�LC TECHNICIAN: � <br /> "Salutions through Science&Engineering" CONTRACTOR: C.S.McGrossan REVIEWED BY: $Jiv� ' <br /> Optimum In-Place In-Place In-Piace <br /> Test Maximum Water Moist Water Dry Relative Compaction Pass <br /> Test Elev MaYI Dry Density Content Density Content Density Compaction Specification or <br /> No. Date Location or Structure Diagram Attached: (ft) Mark ydmax(pcf) wo i(%) (pcfl (%) (pcf) (%) (%) Fail <br /> 308 40/3�/03 Ssrvices,Boulder Q�iv.e, ow.:nhorrie Pads 30/31 1021:Q F=11 95.0 22.1 118.6 2�4.4: �53 100 ]�D P <br /> 309 10134/D3 3ervices,Boulder Drive, ovmhor�e PQds 28/29 1:A20.0 P-11 95.0 22.1 117.9 24.1; 95fl : 100 1�b . P <br /> 310 10/34/03 Services,Bouttler Drive, 4vimhame Pads 24/25 1022.0 P-11 95.0 22.1 119.3 2�4.$: 5��.6 ' 100 1 a0 P <br /> 311 10/3t/03 Seevices,Boulder Drive, ownhome Rads 22123 1022.0 P-11 95.0 22.1 118.1 24.4' �4.9_ 100 1 Q0 P <br /> i ; <br /> , <br /> ;i , ,; <br /> , , ;: <br /> � <br /> Laboratory Compaction Method: Mark ydmax w, Mark ydmax wo, Field Densky Test Method: USGS Elevation Oatum: �i .; <br /> ASTM D-1557-79(Modified Proctor) '. P�4 ,;; i��;i6 1�.1 P*13 ZU4.3 : 1�a;1 ASTM D-1556(Sand Cone) , _,: ;Depth Below Subgrade ; <br /> ASTM D-698-78(Standard Proctor) ?� '�t'i 5�:� �,1 !F'ifi 9�:5 I �� ASTM D-2922(Nuciear) ;� Depth Beiow Finish Grade <br /> ,.. <br /> f3ttier ` ' ' i�-5 #Gy.7 1��2 ', �er t�th�r <br /> F698999A-1 CCR.xIs <br />