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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2001-10-11 p ........., ~'-'........ L -' _ _-......\.../v""T..J....J....J\"J r ... r __ ......... Il--L.. .... ,...... ~ "- . .a K & A Engrneermg, Inc P,O Box 23624, Eugene, OR 97402 521 Market St., Suite 8, Eugeno, OR 97402 (541) 684.9399 VOK:e (541) 684.9358 FAX engineerIng October 1" 2001 Project 128.01 Bruce Weichert Custom Homes, Inc 3375 ParK HIlls Dr Eugene, OR 97405 Subject In-place density of fill matenals 6888 Simeon, Spnngfleld, Oregon Spnngfleld Pennlt # 01-00801-01 At your request, K & A Englneenng, Ine has evaluated the compacted crushed aggregate foundation base fill for m-place densrty We have determined that the average In-place denSity equals or exceeds the maximum as determined by ASTM 0698 ,/ We recommend acceptance by the Spnngfleld bUlldmg official Thank you for the opportumty to be of service Please caHlf you have any Questions " / Respectfully, ~ EXPIRES Iv!", ~ '2-- / I Michael Remboldt, P E K & A Englneenng, Inc ~~ li~tt. Attachment fIeld test summary . In-Place DetlSlty 6188 Simeon Sprm,fleld, OR .... (SI ....... .... .... ....... !-,) (SI (SI .... In-Place Density Moisture Canlent :t Initial Final Wet MOISt Dry Dry , , Reading, Reading, Density, Sample + Sample + MOisture D8I1SIIy, T esl Na c1 cf Volume, cf We19ht. a Wetgllt, Ib pcf Pan. g Pan, 9 Pall, I CORtent, % pc~ % CompactKJ~ 1 00120 00572 o 04520 2906 4 641 1418, 986 10456 10138 35% 137 102% 2 00128 00572 o 04440 2632 1 580 1307 100 2 10192 9928 30% 127 95% 3 00132 o 0630 o 04980 3078 3 679 1363 TOO 6 1123 3 10925 31% 132 99% ASTM D698 for 3/40," minus 134 0 pc1 Average 32% gS4% Metro Rock Products Sid. Dev 03% 37% (SI l.D N ~ U'l ~ .... en co ~ l.D W U'l co ^ Qo D fT1 Z G) ...... ffl fT1 ;0 ...... z G) \J D G) fT1 .., Clief1t Bruce Weichert Custom Homes. lnc Project 12801 ,,- I (SI w . K & A EDgult'lenng. IRC 10/1 V '1 )1 ,