Laserfiche WebLink
t <br /> GRAIN SIZE ANALYSIS Test Results Summary ASTM D 422 <br /> � SIZE OF OPENING IN INCHES U.S.STANDARD SIEVE S�ZE HYDROMETER <br /> � 36' 1T 6' 3' >>n' J'0' 3IB' < io zo ao co uo zco <br /> ,o ,I, , � ; ' � �,� � � � � ; 'J � � '� �' ' � � <br /> , <br /> � 9 ��i j --' - - - ', - 1fi;j � -- --- ._,_._�--��' � -!- <br /> � = e ' - -- -- - - - <br /> � - <br /> � � -- - -- � � -- _ I! <br /> � } I <br /> m I <br /> � W 6 _I _ �—{ - I - — <br /> � � ' � -� � �- - -- <br /> W� 5 1 - — I <br /> I <br /> i C3 <br /> 7 ul 4 - - --�-� -- --- � - - - -- - �- <br /> ti I <br /> � <br /> �� 30 -- - - - - - - <br /> -I- <br /> � <br /> 2 � - --- - - -- - -i---- <br /> � i --I- ---- -I - - -I i <br /> I I i I � � � I � � I I <br /> � � � I I <br /> I i I I I <br /> 1000.OG0 100.000 10.000 1.000 0.100 0.010 0.001 <br /> PARTICLE SIZE IN MILLIMETERS <br /> Coarse Pino Coarsc Idedium Fine Silt Clay <br /> BOULDERS COB6LES GRAVEI SAND FINEGRAINED <br /> Comments: <br /> Exploration Sample Depth (feeq Moisture(%) Fines(%) Description <br /> g-2 S-2 5.0 16 50.3 sandy SILT with <br /> some gravel <br /> ZZA JOB NO: J-2D41 PROJECT NAME: <br /> I �S' "���.Zlppef_ZcNdILA554SIatCS.�llG DATE OF TESTING 2/10/2005 Immanuel Lutheran Church <br /> � �Geote<hnlcal and Envlronmenul Consuldng <br /> i <br />