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3206 WAVE DR 2016-01-01 MF Import
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3206 WAVE DR 2016-01-01 MF Import
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Last modified
3/9/2017 8:09:48 AM
Creation date
3/9/2017 8:09:30 AM
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Address Document
Street Name
WAVE DR
Street Number
3206
Imported From Microfiche
Yes
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. <br /> � �eoTeSr �„M�,���o,;�� . <br /> Bellinqh,m,WA9B225 3G0733_7318 BBB2±1 i174 3W7337A18 <br /> ��. <br /> FIELD DENSITY I MOISTURE TEST FZEPORT • SOILS <br /> ASTM D29221D7017 <br /> PROJECT: Beldwin Residence Wall JOB#: 05•523� <br /> ADDRESS: 32U6 Wave Orive,Evertt,WA REPORT A: 306 <br /> CLIENT: Larry Baldwin TEST DATE: 10�6-08 <br /> CONTRACTOR: Larry Baldwin PAGE#: f of 1 <br /> PERMIT p: INSPECTOR:JB <br /> Compaction of: Retaining Wall 13ackfili <br /> Field Data: <br /> TEST LOCATION DEPTH/ FIELD IN•FLACE LAB COMPACTION COMPACTION <br /> g ELEV. MOISTURE DENSITY SAMPLE X `; <br /> (k.► ('�) IP�fl K <br /> 1 Southcentral area, lower wall,6 feet irom +5' 7.9 129.9 6575RC 95 95 <br /> face <br /> 2 Central�vall area, lower wall, 4 feet trom face +5' 8.1 130.2 6575RC 95 95 <br /> 3 Northern wall area, lower wall, 4 feet from +4' 7.2 131.5 6575RC 96 95 <br /> face <br /> Lab Moisture-Densit Data: <br /> Lab Soll Source Max.Dry Optlmum Rafalnad M•D <br /> Sample Type DensHy Moisture on N4 Tnt Metl�od <br /> * Y. � <br /> 6575RC Silty Sand wl Gravel NA 137.0 6.5 30 ASTM D4718 <br /> Comments: Elevations were referenced trom the base of the lowermost wall block. GeoTest was on-site as requested <br /> to test con�paction oi granular fill being used as backfill behind an Allen Block retaining wall.All tests <br /> attained the raquired compaction. <br /> Copies: Clienl <br /> Submitted By: 6 <br /> Grant Richardson <br /> Technical Diredor <br /> ,,.,.„,�,,,� .,.� p„„ �., .��........ ,..TM1iaraporisna�Inol�ereC���e�ceWinf�li,williautUrow*itlanappo�alolGeoTesiSmicee,lr�c <br /> �Tlieatwvetesires�Abreleieonl��otM1esampie(vlaaLon�tasleGCopp�pM"1993GT5 �v��.wpco�es��inccom !�' <br />
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