Laserfiche WebLink
SUBTERRANEAN ENGINEERING CORP. <br />6875 Hlphway No. 65 N.E. P.O. Box 32371 <br />MINNEAPOLIS. MINNESOTA 55432 574-1242 <br />' COMPACTION QUALITY CONTROL TESTS <br />Project <br />Single Family Dwelling <br />Report No. <br />2618 English St. Maplewood <br />Job No. <br />Sand Cone <br />Method 0 <br />Indicated Percent Compaction: <br />ASTM <br />Nuclear <br />❑ <br />% Max. Modified Proctor Dry <br />Density D-1557 <br />Other <br />❑ ❑ <br />% Max. Standard Proctor Dry <br />Density D-698 <br />Test <br />No. <br />ELEV. AND/OR <br />DEPTH BELOW <br />Wet Density <br />0! Total <br />Sample <br />Delude -Stone) <br />MOISTURE <br />CONTENT <br />% <br />Dry Density <br />For Slone) <br />Masimum <br />Laboratory <br />Dry Densily <br />Pei <br />Compocton <br />RECOMMENDATIONS <br />REMARKS <br />Fooltn <br />De .1, de <br />Fill Surface <br />1984 <br />-111 <br />929' <br />128.E <br />4.3 <br />122.8 <br />127.8 <br />9 <br />Meets specs <br />11 <br />2 <br />-11' <br />929' <br />131.9 <br />3.7 <br />126.8 <br />127.8 <br />99 <br />I <br />NOTES I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLIC: BLE . <br />2 ) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW <br />2. <br />i <br />— <br />- <br />_ <br />