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Boring Log HC-3 STANDP.P,D PENETP�,710N LAB <br /> Soil Descriptions RESISTANCE TESTS <br /> 0��� • Blovs per faol <br /> Ground Surfoce Elevacion in Feel 18 in Feet Sample � 7 5 �0 20 50 100 <br /> 0 <br /> 1-inch osphalt over medium dense, inoist, <br /> gray-brown, line ta metlium S:.ND. <br /> 5-1 <br /> 5 <br /> Gratle: to laose with vcry :ilty intcrbcC�. <br /> �. 5-2 � • GS ` <br /> ,o ro � <br /> - Medium etiff to very still, wel, gray, vety <br /> sondy SILT !o �ery silty SAND .ith woad and � <br /> :hell fragments. 5-3 • <br /> �IS <br /> 20 5-4 • � <br /> i <br /> 5_5 . <br /> 15 <br /> 1 <br /> 5-6 • � <br /> �0 <br /> Very dense, moist, gray, medium SAND. S-7 ( <br /> 15 <br /> Grovelly <br /> Very Cense, we[. brown course SANO. S-8 0/S <br /> b <br /> HarC, mdit, brown cnd groy SILL� <br /> S-9 I I AL <br /> Comp eted 80/2J/92 44.0 Feet. t5 <br /> So I <br /> 55 <br /> I 6a <br /> i 2 5 i0 20 50 100 <br /> • water Cenlenl in Pneml � <br /> I. Reler lo Piqure A—I lor ev0lanation o( Cncriplionf ry7��C�� � �-�.� <br /> ona eym�ola. (f116,Y-9ll�Nl�J�d7�I LLt <br /> 2, Soil EefenD�ic�a entl f1�aWm linea ore In(�rpreli�e <br /> ��� a�,��� �,��,�. �-.�r �� ,,����� J-34d6-01 10/92 <br /> .7. c,o��a.mo ... r � .���_. �� ... ,���� _r r�r„ Figura .4-4 7/1 <br /> (Aip) or lor ..... �t'c:J�r. le�n �.:��r ..�ry .�ih I��n <br />