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Report JUL 1 1 Main Office Salem Office Bend Office 000 P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Ca on Test n g Inc • Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 Moisture - Density Relationship Permit No.: SIT - 2000 -00014 Client: McDonalds Corp - Loy Taylor 07/03/00 Project: McDonalds Parking Lot Improvement - Tigard Job Number: T0004729 Material Type: Native Brown Silty Clay Location: On - Site (Test 1 and 2) Test Method: AASHTO T -180 A, T -27, T -265 Date Sampled: 06/23/00 Sample Method: AASHTO T -2 Date Tested: 06/26/00 Preparation Method: Moist Oversized Material: Removed Compacting Method: Manual Hammer Type: Circular 112 111 110 Q 109 Z.', c p 108 t' Ori\a fa 107 106 105 11 12 13 14 15 16 17 Moisture Content ( %) Zero Air Voids Line = 2.500 Optimum Moisture: I 13.9% I Max. Dry Density: I 110.0 I Ibs /ft' Percent Passing #4 Sieve: 98.9% cc: City of Tigard Stolle Construction Reviewed By: Our reports pertain to the material tested /inspected only. Information contained her •' is not to be reproduced, except in full, without prior authorization. O 1 7 ' , r44 Main Office Salem Office Bend Office 1 I P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 ting one (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 • P.1 • Inc. • FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 `. JUN 3 0 2000 Moisture - Density Relationship Permit No.: SIT - 2000 -00014 $Y: . ' co onalds Corp - Loy Taylor 06/28/00 Project: McDonalds Parking Lot Improvement - Tigard Job Number: T0004729 Material Type: 3/4 " -0 Reject Rock from CC Meisel - Location: On -Site (Stockpile) Town Quarry Test Method: AASHTO T -180 D, T -27, T -265 Date Sampled: 06/19/00 Sample Method: AASHTO T -2 Date Tested: 06/22/00 Preparation Method: Moist Oversized Material: Removed Compacting Method: Manual Hammer Type: Circular 116 115 114 113 112 111 110 109 14 15 16 17 18 19 20 21 22 23 Moisture Content ( %) Optimum Moisture: I 18.3% I Max. Dry Density: I 114.2 I Ibs /ft' Percent Passing 3/4" Sieve: 99.9% cc: City of Tigard Stolle Construction Reviewed By: Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization. RED':ETV C arlson Testing, JUl 1 2 20Q� Co nstruction Inspection &Related I nc. Geotechnical Consulting P.O. Box 23814 JOB NO. T0004729 Tigard, Oregon 97281 .:f u n 3 0, 200 0 Phone (503) 684 -3460 REPORT OF IN -PLACE DENSITY TESTS FAX (503) 684 -0954 Client MCDONALDS CORP - LOY TAYLOR Permit No: SIT - 2000 -00014 Project MCDONALDS PARKING LOT IMPROV MENT - TIGARD 11201 SW 72ND TIGARD OR Material Description 3/4 " -0 REJECT ROCK FROM CC MEISEL - TOWN QUARRY Max. Dry Density 1 14 . 2 lbs. /cu. ft. Optimum Moisture 18.3 % Method of Test AASHTO T180 ASTM D2922,D3017 Standard Count Density: 2780 Moisture: 577 Seria> #oiler 14489 NUC 3440 DATE OF TEST CO MAX ELEV. MOISTURE IN-PLACE (LBSJCU.FT.) DENSITY TEST NO TEST LOCATION DEPTH PARTICLES DENS. FT. % WET DRY COMPACTION SF SOUTH END OF KEYSTONE WALL -11 6 6 -22 19.1 129.6 108.8 95 SF OUTSIDE OF WALL ON FUTURE SITE -10 7 6 -22 17.8 130.6 110.9 97 SF OUTSIDE OF WALL ON FUTURE SITE -10 8 6 -22 16.0 130.9 112.8 99 Remarks: Den:•; i ty & Moisture Counts 95% REQUIRED SF 6 3167, 214 cc: CITY OF TIGARD SF 7 1487, 204 STOLL.E CONSTRUCTION SF 8 1477, 188 C ;;1::PW ' Reid F. Kenner Tested by M. VEDDER /KAM Reviewed By Projec sll r c ,O,ur reports pprta j n to the nat�ria l ; t���teci�/ i nspectc�c on l . rnm thic nfTice RECFJVF,D i Jut_ ,Jut_ 1 2 2 000 Construction inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 JOB NO. T0004729 Tigard, Oregon 97281 Jun 3 0, 2000 Phone (503) 684 -3460 REPORT OF IN -PLACE DENSITY TESTS FAX (503) 684 -0954 Client MCDONALDS CORP - LOY TAYLOR Permit No: SIT -2000 -00014 Project MCDONAI DS PARKING I OT TMPROVFMFNT - TIGARD 11201 SW 72ND TIGARD OR Material Description .3 /4 " -fl RF,TFC.T ROCK FROM CC MFTSFI - TOWN QUARRY Max. Dry Density 1 1 4 2 lbs. /cu. ft. Optimum Moisture 1R . 3 % Method of Test AASHTO T IRO ASTM D2922,D3017 Standard Count Density: 2758 Moisture: 601 Seria lFnx 1 hr 144119 Nl1C 3440 DATE OF TEST % ADJ. ELEV. FIELD IN -PLACE DENSITY TEST NO TEST L O C AT I O N DEPTH PARTICLES DENS. FT MOISTURE WET BSJCU. DRY COMPACTION SF STREET STATION 0 +50 AND 15' -11 1 OFF WALL 6 -23 15.8 126.4 109.2 96 SF STREET STATION 0 +20 AND 40' -11 2 OFF WALL 6 -23 11.4 125.1 112.3 98 SF STREET STATION 0 +20 AND 20' 10.5 3 OFF WALL 6 -23 19.0 129.7 109.0 95 SF STREET STATION 0 +65 AND 10' 10.5 4 OFF WALL 6 -23 19.7 133.2 111.3 97 SF STREET STATION 0 +50 AND 35' -10 5 OFF WALL 6 -23 10.8 124.5 112.4 98 Remarks: Density & Moisture Counts 95% REQUIRED SF 1 1671, 188 cc: CITY OF TIGARD SF 2 1741, 144 STOLLE CONSTRUCTION SF 3 1525, 222 SF 4 1388, SF 5 1775, Reid F. Kenner Project Field Manager Tested by M. VEDDER /KAM Reviewed By CgRL,SQN T €anN I,_, ,Our reports pertain to ,the r ratirial /inspect1'J. only_ _ ,_; «.