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3 s <br />C! <br />• u <br />Moisture <br />Content <br />% <br />Blow/ <br />ft. <br />5_ <br />1 <br />USCS <br />35- <br />■ ;t <br />50/311 <br />10- <br />0 -u <br />L1 <br />is- <br />5-20-25- <br />20- <br />40- <br />25- <br />50/211 <br />SM <br />if <br />if <br />30- <br />35 -40- <br />45- <br />50- <br />U <br />M <br />Dry Density <br />I®/Its <br />Moisture <br />Content <br />% <br />Blow/ <br />ft. <br />Sample <br />No. <br />1 <br />USCS <br />35- <br />50/311 <br />' ML <br />ig <br />Brown Sandy Silt <br />50/211 <br />40- <br />50/211 <br />SM <br />Red Brown Silty Clayey Fine to <br />45- <br />(I <br />Medium Sand <br />50- <br />U <br />M <br />Dry Density <br />I®/Its <br />Moisture <br />Content <br />% <br />Blow/ <br />ft. <br />Sample <br />No. <br />1 <br />USCS <br />DESCRIPTION <br />50/311 <br />' ML <br />ig <br />Brown Sandy Silt <br />50/211 <br />50/211 <br />SM <br />Red Brown Silty Clayey Fine to <br />(I <br />Medium Sand <br />50/311 <br />(Cemented, very dense) <br />50/3" <br />_ <br />�ML <br />Tan Clayey Silt (Hard) <br />50/2" <br />SM <br />Brown Silty Fine Sand <br />I. <br />(Cemented) <br />50/2" <br />I� <br />50/3" <br />CL <br />Brown Sandy Silty Clay (Hard) <br />150/2" <br />SM <br />Brown Silty Fine to Medium Sand <br />Oi <br />(Cemented) <br />48/4" <br />47/4" <br />I� <br />CL <br />Brown Silty Clay (Hard) <br />tt <br />A ML <br />I <br />(i <br />BORING TERMINATED AT 51 FOOT <br />DEPTH. <br />NOTES: <br />' <br />1. Boring Drilled on 7-16-86. <br />2. No Free Groundwater Encounter <br />I <br />3. No Caving Noted. <br />I I <br />i <br />I <br />I I <br />mr-_ t <br />I.N. KLEINFELDER R ASSOCIATES L F ' . 4 P A-48 <br />J <br />CE01ECH"ICA4 C004SU4IANIS • MAIINIAt% 11%11044; <br />V1 <br />