Laserfiche WebLink
a <br /> U5/ll4/21�P16 19: 11 1360863' 738 SKY VFILLEY TESTING PAGE B2 <br /> . , , �.� . . :�1 <br /> S�y Valley Testing, LLC . ; ,,,`� <br /> o�nsrog s»� <br /> PA. Box 83s �,., .. � :�,�,:. •,:�- <br /> Monroe, WA 9�2,72 ��� Thurs. 2.0 <br /> .',r,ai '�L"a?7',;yi`: .e��,,,.� r., � : <br /> 1'."u9,�\os...ta.w. u....:r:»...,z.."4a». . ..a�.y:.l'�o-}:.r] ^Y. . <br /> Courtney Court mostlY clou �•� u.„ <br /> l� � <br /> 7404-7326 Olym ic D�ive, Everett 25 3.0 <br /> !1��.}' .r�.;jjpy ,11�1N. . � T ' V. 'T ( <br /> ./ r.b <br /> sewer Mai�line R� <br /> `, ...,.. ..,, ,,�.. � . � <br /> !��.� x KY 1�V. . M".v: V�v. ' � ` 1 <br /> _� �. �.;� ���h'4r'��L��<m'ti"1lit�hS't,'� . .1 � ,'vi. . . .'`` +� <br /> 1 scwer zinµ-lot 21 da 1'<S.G. 9.8 129 ` 132.5 9T% <br /> -2 sewer�dng-lot 21 nFa 5'<S.G. 10.3 121 130.1 93% <br /> 3 sewer�dng-lot 72 da 5'cS.G. 10.9 122 130.1 54% <br /> 4 sewer�n»p-Int 20 �u 5'<S.G. 11.1 118 171.� 96% <br /> NOTES: <br /> I wenl to site as requested by cuntracto� to check compaction over fill placed in venches for <br /> sewer crossings on Olymplc Drive. ConV�ictor had completed and asphalted sewer crossing <br /> tor lot 21 as 1 arrived. 1 took tests next tu Olympic drive in the native filU pit run mix. Contractor <br /> is backfilling crossings for lots 20 and 22 with a track hoe w!Ioader bucket attached and <br /> compacting with a hoe-pack. I grabbed a couple samples of the on-site backfill being used. <br /> One is a brown med.-coarse silty sand and the other a gray gravelly Gay till. Tests show good <br /> density readings, moisture leveis are at optimum. Materials are well within range of 95% <br /> compaction. I will retum to site tomorrow to iest backfili over next 4 sewer crossings for lots 16- <br /> 19, as well as to check compaction of upper 1'rfts on crossings for lots 20 and 22. <br /> Geotech in Feld: <br /> 3hawna stcphenson <br /> Sky Valky Testinq, LLC SoJ Con.wtfantsJ Ceotechsl l:omW�Testity {206j 949d938 or(Y08)919�Bb4 <br /> Y7 <br />