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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-10-27 L' ~p,,~ ~1frtl 1J~'lIIlti.'II~~~~"llll.1illfil Geoted1nlcal & Construction SelVlces Page 1 of 1 Field Density Test Results - ASTM 0 2922 Client. Mr Mike McMahon Project. Northwest Community Credit Union Date. 10-27-06 Northwest Community Credit Union 5000 Main Street Project No.. 2067113 3660 Gateway Street Springfield, Oregon Report No.: E14529 Spnngfleld, Oregon 97477 B P. No.: COM2006-00447 MOISTURE/DENSITY DATA: AASHTO T99 - Max Dry Density 1440 pet, Optimum MOisture 70% furnished by contractor for 1 1/2"-0 crushed quarry rock (MBI Springfield Quarry) Wet Test Approximate Location Approx. Density Percent Dry Density Percent Compaction No. Elev. (pcf) Moisture (pcf) Compaction Requirement ParkinQ Area - E Side of Bldo. 1 25' E of bUilding - N Side FG 1455 32 141 0 980 920 2 25' E of bUilding - Center FG 1422 42 1365 950 920 3 25' E of bUilding - S Side FG 1399 38 1348 940 920 4 50' E of bUilding - N Side FG 1447 3 1 1403 980 920 5 50' E of bUilding - Center FG 1421 45 1360 950 920 6 50' E of bUilding - S Side FG 1404 41 1349 940 920 7 100' E of bUilding - N ,Side FG 1482 41 1424 990 920 8 100' E of bUilding - Center FG 141 1 44 1351 940 920 9 100' E of bUilding - S Side FG 1432 48 1367 950 920 Roadwav-E Side of ParkinQ Lot 10 50' N of Sidewalk FG 1396 28 1358 940 920 11 100' N of Sidewalk FG 1437 31 1394 970 920 Roadwav-S Side of ParkinQ Lot 12 25' W of entrance FG 1484 45 1420 990 920 13 50' W of entrance FG 1450 37 1399 970 920 14 100' W of entrance FG 1430 48 1364 950 920 15 150' W of entrance FG 1422 47 1359 940 920 Tests performed at finished grade of base rock under asphalt paving Remarks Gary (McKenZie Commerctal) was adVised of test results Reviewed By /h . ;t. iJu;f--- Michael L Meyer Technical Manager c McKenZie Commercial Robertson Sherwood Architects City of Spnngfleld MLMJw ThIS rep0\1 andlor enclosed test data IS the confldentldl pwpertv of the chent to whom It IS addressed and pertall1s to the speCIfic process and/or matenal evaluated As ,uch mlonnatIon contamed helell1 shall not be reproduced 111 part offul! and/or any part thereot be disclosed without FEI Testll1g & Inspection Inc s WI Itten authol\zatIon 750 NW Cornell Avenue Colvalhs, Oregon 97330 phone (541) 757-4698 fax (541) 757-2991 29540BAnpOltRoad Eugene. Oregon 97402 phone (541) 684-3849 fax(541)684-3851