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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2002-1-9 . ! I -a K & A Engmeenng, Inc POBox 23624, Eugene, OR 97402 521 Market St , SUite B, Eugene, OR 97402 (541) 684-9399 VOIce (541) 684-9358 FAX engineering January 9, 2002 Project 2 03 Bruce Weichert Custom Homes, Inc 3375 Park Hills Dr Eugene, OR 97405 Subject Evaluation of In-place DenSity Crushed Aggregate Foundation Base 6691 Aaron Ct , Springfield BUilding Permit No 01-01382-01 At your request, K & A Engineering, Inc has tested the subject crushed aggregate for In-place denSity, and we have determined that It has a dry denSity exceeding 95% of maximum as determined by ASTM 0698 We recommend approval by the local bUilding offiCial for use as a support for conventional footings Please call If you have any questions Sincerely, I'~(~ / - EXPIRES I "' / /, -- I I ~()t- Gfo a Michael Remboldt K & A Engineering, Inc ; I r In-Place Density Crushed Aggregate Footmg Base 6691 Aaron Ct In-Place Density MOisture Content Fmal Wet MOist Dry Dry Initial Readmg, Weight, Density, Sample + Sample+ MOisture Density, % Test No Readmg, ct ct Volume, ct Weight, g Ib pet Pan, g Pan,g Pan, g Content, % pet Compaction 1 o 0065 o 0427 o 03620 24190 533 1473 985 9269 8893 48% 1401 101% 6 o 0066 o 0488 o 04220 2661 2 587 1390 1005 8529 8156 52% 1321 95% 7 o 0063 00511 o 04480 2870 8 633 141 3 1003 9185 8790 51% 1341 96% Maximum Dry Density 139 0 pcf Average 51% 96% 1 1/2" minus cr agg - Metro Rock Projects, Spnngfleld Std Dev 01% 12% Chent Bruce Weichert Custom Homes Project 2 03 K & A Englenermg, Inc 01/09/2002