|
� � � � �7 � � � � � � � � � I � � � � �
<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: 98J53 A "
<br /> 1� Maple Grove,Minnesota 5536 -5547 LOCATION: OronD,Minnesota REPORT DATE: it3/29��3°
<br /> 763.3t5.63oo FAX763.3t5.�s36 CLIENT: Dahistroro Developrnent,LLC TECHNICIAN: MC+1
<br /> 'Solutions through Science&Engineering" CONTRACTOR: �'..�.fV�Ofi•fOSSdn _ REVIEWED BY: S��
<br /> Optimum In-Place In-Place In-Place
<br /> Test Maximum Water Moist Water Dry Relative Compaction Pass
<br /> Test Elev MaYI Ory Density Content Density Contemt Density Compaction Specification or
<br /> No. Date Location or Structure Diagram Attached: (ft) Mark ytlmax(pcf) wop,(%) (pcf) (%) (pcf) (%) (%) Faif
<br /> 288: 10/27/03 Bridyewater.Drive,Twon ome Pads 13-15 1023:0 P'-13 104.3 15.1 118.6 15:1 ?�3.0 99 57 P
<br /> 289 10/27/03 Bridgewater Drive,T_won ome=Pads 16/17 1024.0 P-13 104.3 15.1 120.5 15.5 ��4.� : 100 97 P
<br /> 290 10l27>03 Bricfgewater Drive,Twon ome Pads 10=12 1023.0 : P-13' ' 104.3 15.1 119.3 16.5 ��2,4 98 97 ',' P
<br /> 291 10/27/03 Watermain,Stone Bay rive,Sta.3+A0 1017.0 P-5 107.7 16.2 123.0 16.5 �a5.6 '. 98 95 ,; P
<br /> 292 1D/27f03 Waferma[n,Stone Bay rive,Sta.2+5U 1018.0 P-5; : 107.7 162 123.8 17.0 'J05.8 98 9S P
<br /> 293 10/27103 Watermairs,Stone Bay ri�e,Sta.2+OQ 1017.0 P-5: 107.7 162 125.4 18.1 iSf8:0 100 '1 Q� P
<br /> 294 10/27/03 Casead8 Cir�le,3Q-Unit fts,�Varth End 9ifi.0 '` P-13 104.3 15.1 118.9 15.$I 1(���7 '; 98 �T P
<br /> 295 10/2T/03 CaScad�.Citcl�.�i3-Urttt oft��Schntt�End 917.4 P-f3 104.3 15.1 119.8 1f.4' �#t��:9 99 ,�? P
<br /> 296 10128/03 Cascade Cirele,30-Unit ofts,;North End 915.0 P-11 95.0 22.1 117.5 24.5i 94�4 ; 99 97,- P
<br /> 297 10128f03 Caseade Cirele,30-Un1t ofts,:5o[�th End 918,0 ' P•11 95.0 22.1 116.5 2�:�� 9�� i 99 �7 P
<br /> 298 10/2E�f(13 CaSc�de Cir�la.3Q UnCt Ofts,:(�fiorth E�d 9��.0 P-ti 95.0 22.1 118.0 26, ;��� .; 98 ;�7" . � ' P
<br /> 299 10�'�$1� V1l&119F�(i'dl�r��'ixORQ.C�e'dy Ver S`t8:7+5D 10'Z3.Q f'-b ' 107.7 16.2 126.7 j 7 C� "�.�7$,'�$. i 100 ;9�'Q P
<br /> 300 10J28/�3 WateFinan.Stan�Bajr '�e,Sta.7+OQ 10Z2A '- P-5 107.7 162 125.5 18.2 �tf�.0. 100 10F� P
<br /> 301 10/28/03 Wafem73n Sttxrt�Ela�k ue,Sta.6+SQ 1021:0 P-5 107.7 162 126.1 1?5 t�7� : 100 �5. :: ;;: P
<br /> 302 1�BTU3 111i�fA1��r't,St4�t�8�y �,5k3.:&r00; ]028 0 ' P-5 107.7 16.2 123.8 16.� it�1� ! 99 ;3S ' P
<br /> 303 i di29103 Btidg,�ur�#���€iv� Tt�; rn�:PBds 1�2 1 i326.0 > P-43 104.3 15.1 120.0 i B°'I ��� : 99 9T.. ; P
<br /> 304 '1�29/�3 E��idgeN��e�`[triv�,T,', hct(��9;PBtls+413 1fl28:0 P•t� 104.3 15.1 121.3 16� '€C�t 1 � 100 97 i P
<br /> 305 '10/23/()3 Bndgewa��:�In�,To horrn�:Pads`4/2 l�2B_0 P-43 '' 104.3 15.1 119.7 15� 'f�.4 : 99 �� ' P
<br /> 306 10/29%0;3 6ric�9�wat�r:t�nu�,Ta t�ome f'ads 6!5 �028.0 ' P-11;: 95.0 22.1 116.8 24,, 9�.;5.. i 99 97 P
<br /> 307 10/2g1C� 8rldgewa,t�r�n�s,7�; hcsRte',F'm�s 7/8 4023.0 P-i 1 ' 95.0 22.1 116.1 �3�1 �� 99 ; � ' P
<br /> Laboratory Compaction Method: Mark yamax wo� Mark yamax w,t Field Density Test Method: USGS Elevation Datum: ?4 !
<br /> ASTM D-1557-79(Modified Proctor) P,4 1a�;0 t:�.i ' P-13 ' tt?4.3' ��.'i 'ASTM D-1556(Sand Cone) Depth Below Subgrade
<br /> ASTM D-698-78(Standard Proctor) '; f��#1 J�;�l �,1 ' P-i0 96.5 ' �4':fs ;ASTM D-2922(Nuclear) i� pth
<br /> De Below Finish Grade '
<br /> �t#ier P-5 �d7:7 1;�2':' _ `�'��� C"�ier
<br />
|