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L <br />.nstraction Inspection H Related Tests <br />Carlson Construction Consultants, Inc. <br />P.O. BOX 25752 — LAKE CITY STATION <br />SEATTLE, WASHINGTON 96125 <br />PHoNE f2001 364-9500 <br />JOB NO, 3C-2499 REPORT OF IN -PLACE SOIL DENSITY TESTS <br />Client_ w. r. orenner <br />Northwest Motor InnF 9602 19th Ave. S.1E., Everett <br />Project -- <br />Soil Description ➢rown/grey silty gravelly sand _ <br />Max. Dry Density 126.5 lbs./cu. ft. Optimum Moisture 10.8 °i, Method of Test sand cone <br />DATE nF <br />r[sr <br />TFS} <br />xo. <br />T E 5 T LOCATION <br />ELEV. <br />FT. <br />LIFT <br />IIo. <br />FI[EO <br />MOISTUflE <br />% <br />IN -PLACE DENSITY <br />I[0 S.TC U. IT.) <br />_ <br />corn vnc nan <br />w[r <br />oxr <br />3 23 81! <br />1 <br />Bldg. B — 12' south of north perimeter on <br />12.0 <br />136.4 <br />121.8 <br />6. <br />the west perimeter wall footing <br />2 81 <br />2 <br />Bldg. ➢ — 24' south of north perimeter on <br />* <br />11.5 <br />1.26.8 <br />122. <br />0 <br />' <br />the central interior wall footing <br />3 23 8i <br />3 <br />Bldg. B — 26, south of no, -the perimeter <br />+ <br />15.1 <br />128.4 <br />111.6 <br />88.2 <br />wall footing <br />3 23 81 <br />4 <br />Bldg. C — 20' south of north perimeter on <br />* <br />22.7 <br />124.1 <br />101.2 <br />80. 21 <br />the west perimeter wall footing <br />3 23 81 <br />5 <br />Bldg. C — 18' south of northe perimeter <br />* <br />18.2 <br />129.8 <br />109.8 <br />86.8 <br />on the central interior wall footine__ <br />23 81 <br />6 <br />Bldg. C — 23' south of north perimeter on <br />the east perimeter wall footing _ <br />* <br />11.3 <br />135.2 <br />135.2 <br />95.8 <br />Remarks * Tests performed 6" below footing bottoms — <br />cc: City of Everett <br />CARY CONSTRIICTION CONSULTANTS <br />07 <br />