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�, <br />;�, <br />. <br />♦��e. <br />� e <br />o�� � <br />BO� TESTING & ENGINEERING <br />Pay 'n Save Corporation <br />1511 Sixth Avenue <br />Seattle, Washington 98101 <br />Attn: Mr. Rob Ring <br />Project: Pay 'n Save # 126 <br />Everett Mall Way <br />Everett, Washington <br />1-11-SS <br />Job # 01384 Pecmit # 14098 <br />Architect: Chaa. Kober � Assoc <br />Engineec ; Ratti - Fossatti <br />Contractor: Lloyd Powell <br />INSPECTION REPORTS <br />�oils: Acrived project as requested to review soils requirements and <br />s�mple on site fill materials for further labocatocy testing. Materials <br />at the site appeared to be sufficiently uniform to allow one sample to <br />represent the filled areas under the footings and pads. A moisture- <br />density relationship (proctoc) was performed on the material sampled and <br />the results appear below. <br />Test Method <br />ASTM D-1557 <br />1-].�l-85 <br />Maximun Dry Density Optimum h=oisture <br />139.0 lbs./cu. ft. 6.0 petcent <br />INSPECTOR: DICK SOSS <br />SO115: Petformed in-place density tests as requested in footing <br />excavations at bottom of footing gcade. Thcee tests were performed in <br />areas where the foundations are to rest on structural fill. The te�t <br />results appear below. <br />Location <br />Footing Line <br />60'S of IZW car. <br />Footing at <br />SW corner <br />Footing Line <br />55'S of NE cor. <br />Wet Density <br />134.1 <br />142.5 <br />139.5 <br />8 Moisture <br />6.8 <br />1�.9 <br />10.4 <br />Dry Density <br />125.6 <br />128.5 <br />126.4 <br />8 Compaction <br />90.4 8 <br />92.4 8 <br />90.9 8 <br />19015 36TH AVE WEST #C, LYNNWOOD, WASHINGTON 98U36 (206) 778-4402 <br />