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3520 PAINE AVE 2018-01-02 MF Import
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3520 PAINE AVE 2018-01-02 MF Import
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Last modified
3/12/2020 9:06:14 AM
Creation date
2/25/2017 5:29:13 PM
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Address Document
Street Name
PAINE AVE
Street Number
3520
Imported From Microfiche
Yes
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��� <br /> o � x � . <br /> C H <br /> �Htn . <br /> y� h�-i <br /> fC C] <br /> H xl <br /> y� H OTTO ROSENAU & ASSOCIATES, INC. <br /> z� � �7 <br /> p''�..�3 d CONSTRUCTION INSPECTION & TESTING STR�Q O l5 �j � U C;1 5 � <br /> C ` qL <br /> H� O 6747 M.L.King Way South • Seat'le,WA 9B11B �r ` � 5(� <br /> �� n �.V.E.� AUD10 VISU ? IJ✓O <br /> z y� (206)725-0600 • Tacoma 621�4477 • Far(206)723 2221 J <br /> _ _..... <br /> E%AM� � ............... <br /> z � RETT <br /> C t�"�i�y SOIL COh1PACTION Public Works Dept. <br /> O N <br /> C] CC �n <br /> �[=7 � PRQIEGT Brose Idarehouse PERMIT NUMBER: 24841 <br /> y �� ADDRESS: 352Q Paine Street, Everett JOB NUMBER: 90-300 <br /> ARCHIiE ENGINEER: Rupert Engineering <br /> ^JONTRACfOR: Po.. Construction INSP�.:fED AT: Job Site/Lab <br /> INSPECfOR <br /> AND DATE IIJSPECfOR'S �Et.iARKS <br /> D. Newman MOISTURE DENSITY RELATIONSHIP ASi>1-D-1557 <br /> g-25-90 ptaterial: Gravelly sandy silt brown <br /> Maximum Wet Density: 131.G1�/cu.ft. <br /> Ct�ximum Dry Densi[y: 117.31/cu.ft. . <br /> Optimum Moisture Content: 12.2Z <br /> DIOISTI�RE DtiNSITY RELATIONS}iIP AST:i-D-L557 <br /> '�1 Ptaterial: Crushed 1}" ;finus, Tan <br /> Pfa�imum Wet Density: 124.571/cu.ft. <br /> ��Q hfaximum Dry Density: 120.5�1/cu.ft. � <br /> Optimum Ttois[ure Content: 3.4% <br /> i1 G. Moe FIELD DENSITY NU:fEER 1 (nuclear densometer metliod) <br /> e' l0-10-90 Location: North 1/3 slab on grade <br /> � Soil Class 6 Lab Density: l:"- Crushed Rock 120.5 @ 3.47, <br /> Elevation: Finished subgrade -12" Compaction 2 Required: 957, <br /> fWet Density: 126.311/cu.ft. Moisture Content: 4.27 <br /> Dry Density: 121.30/cu.f[. Compaction $ Achieved: 1007 <br /> t FIELD DENSITY NU;IIIER 2 (nuclear densometer method) <br /> � Loca[ian: Cetiter ]/3 slab on grade <br /> Soil Class S Lab Density: 1}"- Crushed Rock 120.i l 3.4i <br /> '� Elevation: Finished subgrade -12" Compaction 7 Required: 95' <br /> Wet Density: 132.211/cu.ft. Moisture Content: 4.6% <br /> ��I Dry Density: 126.4;1/cu.ft. Compaction 7 Achieved: 1007 <br /> ��' FIELD DENSiTY NUPIIIER 3 (nuclear densometer method) <br /> Location: South 1/3 slab on grade <br /> ��' Soil Class S Lab Density: 1}" - Crushed Rock 120.5 @ 3.47, <br /> Eleva[ion: Finished subgrade -12" Compaction 7 Required: 957 <br /> Idet Density: 129. 111/cu.ft. rloisture Content: 4.87. <br /> Dry Density: 123.20/cu.ft. Compaction 7 Achieved: IOOZ <br /> ee: Owner <br /> Archited <br /> 1-Enyineer <br /> 1-Contracror <br /> 1-Bidg. Dept. <br />
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