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Home My WebLink AboutBLD98-0941 In-Place Density Test Report - BLD Engineering / Geo-tech Reports - 11/20/1998 DEC-07-1998 16:37 WASH HOME CTR ANC LOT 2 3607481032 P.02 G EOTECHNICAL TESTING LABORATORY SIEVE LUCARELLI North East 31 Woodside Place Tahuya,WA 98588 �U O (t o C,04e�' l I Attn: Palmer Erickson Z 2-3 3( . ,5' (" Re: in-Place Density Test Report perforated on 11/19/98 Project; Palmer Erickson site; Collins Lakc,Tahuya,WA Inspector: Harold Parks Gentlemen: As requested, Geotechnical Testing Lab performed on-site density testing in accordance with current applicable standards. The results obtained were as follows: Test Tent Percent Dry Material Percent Percent # Location Moisture Density Type Compaction Required I 5cc Plan 9.2 120.7 A 92 90% 2 10.3 120.3 A 91.7 " 3 " 9.4 120.9 A 92.2 " Material Type: Native PA 119.5(t]r 12.06/6 Native silty,gJmvely sand if you have any questions concerning the test results, the procedures used, or if we can be of any further assistance please call on us at(360)754-4612. Respectfully Submitted, GEOTEC"ICAL TEnlNG LABORATORY Harold Parks, Engineering Geologist 10011 Blomberg Street SW,Olympia, WA 98512 Phone#: (360) 754-4612 Fax#: (360)754-4848 DEC-07-1998 16:37 WASH HOME CTR NC LOT 2 3607481032 P.03 GEOTECHNICAL TESTING LABORATORY Y STEVE LU(-ARELLI North East 31 Woodside Place Tahuya, WA 98588 Attn: Palmer Erickson Re: In-Place Density Test Report performed on 11/23/98 Project: Palmer Erickson site;Collins Lake,Tahuya,WA Inspector: Harold Parks Gentlemen: As requested, Geotechnical Testing Lab performed on-site density testing in accordance with current applicable standards, The results obtained were as follows: Test Test Percent Dry Material Percent Percent # Location Moisture Density Type Compaction Required 4 See Plan 12.4 111.6 B 93.4 90% 5 12.2 112.3 B 94.0 " 6 12.5 112.7 B 94.3 Material Type; Import A: 119.5 @ 12.0% Native silty,gravely sand B' 1 t2.4 @ 11.6% MVort.aattd With gravel If you have any questions concerning the test results, the procedures used,or if we can be of any further assistance please call on us at(360)7544612. Respectfully Submitted, GEOTECHNICAL TESTING LABORATORY Harold Parks, Engineering Geologist 10011 Blomberg Street SW,Olympia, WA 98512 Phone#, (360)7544612 Fax#:(360)754-4848 DEC-07-1998 16:37 WASH HOME CTR INC LOT 2 3607481032 P.04 GEOTECHNICAL TESTING LABORATORY SlTl? PLAN W1TH TLs'i, LOCATIONS i i" �c 1001 1 Blomberg Street SW, Olympia, WA 99512 DEC-07-1998 16:38 WASH HOME CTR INC LOT 2 3607481032 P.05 + GE OTBCI-INICAL TESTING LABORATORY SITE PLAN WITH TLST LOCATIONS 1 _ �e 1001 1 Blomberg Slreel SW, Olympia, WA 98512 DEC-07-1996 16:38 WASH HOME CTR INC LOT 2 3607481032 P.06 P1-octor,Report Dw RemtYvL- Nov- 9, 98 Umpk II?: Nmive sihy,gravely sand sieve Per¢st srwmad om S,pmple lt: A Sourm: ri➢au= Sire Passing MIR Max ASTM D-2487,Unifi d Soils C6wW=a im Syatrm 3.00" 100.0% No Dna Fvvided 2.50" 100.0% Sea*Ptc"xcd, Moist: X Manual: 2-W, 100.0% Dry, Ma3nsraai: X 1.75" 100.0% Teat Snwrd=A-. AASHTO T 99: AFISHTO T 190: MAW 1.50" 100.0 94 ASTM D 698- ASTM D 1557; X C 1.25" 100.0% Aseowed 1.00" 100-0% S¢Gr. Point Percrm. Dry Nlxzk sir 0pdn aura 3/4" 10010% 2.72 Number Mois my 1)emty Dry l-silty %Molansto 5/9" 100.0% 1 7.7% 116.5 1195 lbaw 12.0% 11" 100.0% 2 9-3% 119.2 3/8" 100.0% %Passing 3/4^ 3 11.8% 119.6 1/4" 100.0% 25,0% 75.0 100.0% 4 15.2% 117.8 #4 100.0% #8 100.0% #10 100.0% Moisture Density Relationship #16 100.0% #2n 100.0% 135.0 .. . . #30 10t1-0% #40 10010% #50 100.0% t30.0 .. ... ..... .. _ -...... . . !co A #60 100.0% Air Voids #90 100.0 sib 6 �z50 4100 100.0% ' #= 100,0% 0.0% 5,0° 120.0 ..... .... . . . ........ . ... ..... .. ._._- �_---' '-- ---� '' APWA Clara A Pit Rim - San+pie Meee+Sprees? Nn 115.0 %Gravel: 0.0% 6% TX 9% 9X 10% 11% 12% 13% 14% 15% 16% %Sand: 0.0% Pest Moire °.h Silt&Clay. 100.0% Coy: ,of curvature:Cc: L.50 • Data Poi ns --------Zan Air Voids Curve Curve Fir. Coeff.of Uniformity,CU: 6.00 Finearsp Modulus: 0,00 ASTM Dd718,G►treaior4 for OverAlse pgrtlelex Dpoh mina 0.008 %Rdamcd C:arroctcd Optimrmr %Rdaural Crrratad Oplw"n DW„mm: 0.023 3/4"Sieve Density Moigrre 3/4"3icvc Drna¢y Moisture Dt601,mm 0.045 5% 121.3 11.4% 20% 127.1 %7% Liquid Limit: N/A 10% 123.2 10.9aA 25% 129.1 9.1% Plastic Limit: N/A 15% 125.1 10,316 30% 131.2 8.6% Plar�ici[y Incloc N/A Copy.Wa Soren&w6or uw h Tecanwd S,m un P5,19% Page 1 DEC-07-1998 16:38 WASH HOME CTR INC LOT 2 3607481032 P.07 Proctor Report Date Received:Nov.20,98 Sample ID: Import-sat%d wich g ovel Skye Pelret I Speeifrtations Sample 0- H Sourer. Fill Area Size Ps vin$----Min _ Max ASTM D-2487,Unified Soils Classification System 3.0U" I W.0% 0.0"/° ioo.0 Y SW-SC,Well-gruded Sand with Silly Clay and(hovel 2.50" 100.0% 0.0'/o 100.0°/ Sample Prepared: Moist: X Manual: 2.00" 100.0% 0,0% 100,0°/ [Ay: Mechanical: X 1.75" 100.0% 010% 100,0 Y Test Standard: AASIITO T 99: AASI ITO T 190: Method 1.50" 100.0 9/° 0.0"/6 100.0% ASTM D 698: ASTM D 1557: X C 1.25• 100,0% 0.0 100.0 V. Assumed 1,00" 100.0% 0.0% 100.0 Y Sp.Gr. Point Percent Dry Maximum Optimum 3/4' 89.1% 0.0% 100.0°/ 2.72 Number Moisturc Density Dry Density %Moisture 5/8' 87.3% 0.0% 100.0 1 6.2% 109.5 112.4 Ibs1fe 11.6% 1/2' 85.7% 0.0% 1 0wo.0° 2 9.6% 111.2 3/8' 94.4% 0.0% 100.09 /0 Passing 314" 3 10.I% 112.4 114" 82.9% 0.0510 100A 5' 89.7% 4 13.4% 112.0 94 82.2% 0.0% 100.00 N8 44.0% 0,0% 100.0°J ---- -- - ---- -- - ------- #l0 38.2% 0.0% 100.0 Moisture Density Relationship 416 25.1 V. 0.0% tou.o° tE20 19.8% 0.0% 100.0° #30 15.8% 0.0% 100.01A 040 13.0% 0.0% 100.0% N50 11.0% 0.0% 100.0°/ - - -- -_ #60 10.2% 0.0% 100.0° 080 9.1°4 0.0% 100.0 Y -�.. #100 9.6% 0.0% 100.0% #200 7.4% 0.0% 100.0°/ Specs: No Specs 1 q Density Sample Meets Specs t Yes %Gravel: 17.9% 6% 7% 9% 9"4 10% 11% 12% 13% 1414 1576 16% %Sand: 74.8% PU -nt Moisture %Silt&Clay: 7,4% Coeff,of Curvature,Cc; 2.77 0 Data Points Zcro Au Voids Curve -- Curve Fit Coeff:of Uniformity.Cif: 14.16 Fineness Modulus; 4.40 ASTM D-4718,Correction for Oversize Particles Dljar,mm:0.238 ltatainM Conrctad Optimum %RtOinCk Cmacled Optimum Dtsu,.nrM 1.499 3/4"Sieve Density Moisture 3/4"Sieve Density Moisture Dt,.1,mm: 3,163 5% 114-3 11.04% 2U°/ 120.5 9.4% Liquid Limit:N/A 10% 116.3 10.5110 25% 122.8 8,8% Plastic Limit:N/A 15% 118.4 9,9P/d 30% 125.1 9.3% Plasticity lackm N/A <b~apes+Q/41'f6 a'rmh"swvkm PS,19% Page 1 TOTAL P.07