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TERRA ASSOCIATES, Inc. DailyFielJlllemo <br />Pr��jcct Na 6366-1 <br />Consultants in Gcotechnical Bnginccring, Geology Memo IYo. R <br />and <br />Environmemal Ear�h Scienms D:�tc 4/2/ID <br />Project: Itcmil Building-liverctt Mall Subjceh Fire Linc & Footing Gxcavations <br />Location: livcrctl, Na. Contractor. I:irllcy Colc <br />1Vcathcr: Cloudy-Rain 1'resent At Silr. Grcg <br />All les�ti nre ul Icust I59�a of Lab maximum density uccorJing to AS'PM D-1557, tesLs taken at ranJom localions. <br />'Thc Pirc Linc and 1'ILV Vault ncar thc NG comcr of thc building �vcrc inslalled and cannccicd to dic cxisling 10" Walcr Main. <br />G" o��ui� i��„ ���� ,���, ni�«a,�,a rn�a ��-��n,��u:; �� -i' lills, and compactcJ wilh a i�loc-pack lu a densc smtc fiom thc Watcr <br />Main to the PRV Vault and into the inlerior of the building al Qie BM@ comer, intersecting and underlying (-2') the <br />wall footing. Tests indicate adequate compaction was achieved. Tesls depths were measured Gom existing grade. <br />*Sprcad foulings, thickened edgq and picr pads �ecre cul �o grade ailh a 30U I:xcava�ur lo a depth of—.S to 2.5' exposins Nativc <br />silty sand, existing crushed rock gravel b.ise, & compacted fill consisting of silty san�+ with gravel or sand with gravcl. <br />I.ansc surfucc matcrial .rt thc bottum of lhc cxcavulions �vas compactcd �villi a Platc Compactoc All lootings probcJ dcnsc and un- <br />yiclding, and sui�ablc liir fooling plattmcnt. <br />630 AM to 9:00 AM (2.5 <br />Field Uensily Test Uata <br />7'cst pc »h Soil »011turc Dry Relative <br />N� 'I'est L��enlion (ftJ Type Cantent Uensiry Compaction Remarks <br />�°�a� �rCH� �%� <br />32 6uilding Pad,1:ME Corncq Pirc Linc -I' A 5.4 134.G 96 <br />3.i I3uilding 1'ad. BMG Comcr, Pirc Linc SG A 5.8 137.7 98 <br />Note: "1'I�e above test results rcpresent soil compaction at the specific locations and depths noted, and may not bc representative of <br />compactiun at ulhcr locations or Jcpths. <br />�;y�: Darwin [3. Smith c°�"s'°: <br />� <br />