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. <br />~ <br />Special Inspection <br />Concrete <br />Fireproofing <br />Masonry <br />Steel <br />./// <br />century west <br />ENGINEERING CORPORATION <br />Construction Inspection and Testing <br />Materials Testing <br />Aggregate <br />Asphalt <br />Concrete <br />~_:~ <br />SIEVE ANALYSIS (ASTM C-136) <br />Client: CWEC Date Received: 02/18/97 <br />Project: Court House Square Date Performed: 02/21/97 <br />Sampled By: Gary Ordered By: Gary <br />Method Used: Lab # 6110 <br />Sample Description: Hole #13 cLD 30' Project # 4080.001.08 <br />ii ~ :~~. ., ' <br /> <br />'`'.`.''+~x<~..`.~.ta6:~ti . . . }.. :• <br /> <br /> <br />~. .~T.Y • .{A: ' L.. p 'M1 i . .~ ~.~u <br />~~F~w <br />~ ~.'~}` ` ~.4:C (y <br />' . }. ~`y22i,'v2~ <br /> <br />.'.'jts <br />' ~~`~ <br />3/4" 0.0 0.0 100 <br />1/2" 2.6 0.9 99 <br />3/8" 0.0 0.0 99 <br />#4 6.1 2.0 97 <br />#8 19.1 6.3 91 <br />#16 60:4 20,0 71 <br />#40 116.6 38.5 32 <br />#100 70.8 23.4 9 <br />#200 9.8 3.2 5.7 <br />PAN 16.9 5.6 <br /> <br /> <br /> <br /> Wet Sieve ASTM D-1140) X <br /> Wet Sieve (ASTM C-117) <br /> D Sieve ASTM C-136 <br /> Tested by: <br />Note: "• denotes out of spec. E$ <br />D Wei ht of Sam le: 302.6 <br />D Wei ht After Wash: 288.1 <br />Washin Loss: 14.5 <br />W et wt. 369.6 <br />D wt. 302.6 <br />% moist. 22.1 <br />MINUS 200.WASH ASTM D-1140) <br />L E A D I N G T H R O U G H E F F E C T I V E S O L U T 1 O N S <br />PorTland, OR Bend, OR Eugene, OR Salem, OR Bofse, ID Spokane, WA Dubl(n, CA <br />1444 N.W. College Way Bend, Oregon 97701 Phone: (541) 38&3500 FAX: (541) 388-5062 <br />