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Materials test report.pdfMaterials Testing & Consulting, Inc. Geotechnical Eneineerine • Special Insoection • Materials Testina • Environmental Consulting Client: Adair Imierpriscs. 11C Address: 15922 East Shore Drive Lynwood, WA 98087 Ann: Will Lesley Revised on: Date: Project: Project #: Sample #: Sample date: January 12, 2017 4gyl Nelson Residence - 101 14 43rd I'lacc SW' 17B003 B 17-0003 January 9, 2017 As requested MTC, Inc. has performed the following test(s) on the sample referenced above. The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below. The results obtained in our laboratory were as follows below or on the attached pages: Test(s) Performed: Test Results ; Test(s) Performed: j Test Results Sieve Analysis Sulfate Soundness Proctor Bulk Densitv & Voids Sand Equivalent ; WSDOT Degradation i Fracture Count Moisture Content i Specific Gravitv. Coarse Specific Gravity, Fine S X Hydrometer Analvsis Sandy Loam Atterbera Limits i ! i 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 the number below. av-1 !•t, Respectfully Submitted, Cheryl Meredith WABO Supervising Laboratory Technician Corporate — 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980 Regional Offices: Olympia — 360.534.9777 Bellingham — 360.647.6111 Silverdale — 360.698.6787 Tukwila — 206.241.1974 Visit ourwebsite: www.mtc-inc.net Materials Testing & Consulting, Inc. MTC Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting °yr...,.n-•*'��` Sieve Report Project: Nelson Residence- 101 14Place SW Date Received: 9-Jan-17 ASTi11 D-2487Unified Soils Classification System Project#: 17B003 Sampled By: Odier SM, Silty Sand with Gravel Cheat: Adair Enterprises, LLC Date Tested: 10-Jan-17 Sample Color: ACCRID IPD� Source: Not Reported Tested By: M. Carriho blown C-t-itnwV two Sam TeM: 817•11003 ASTl11 D•221 M D-2419. ASI'M "1 ASTM D-MI Do)- 0.021 mon °/. Gravel - 31.5N. Coef[ of Curvatuta, Cc - 0,50 Specifications Drsat= 0,041 mm % Sand = 49.8% Coeff. of Uniformity, Cu= 93,72 No Specs Dos,=0,062 mm % Silt & Clay =l8.3% Fineness Modulus=3.62 Sample Meets Specs ? N/A Dtnii= 0265 rrun Liquid Limit = n/a Plastic Limit= n/a D,�,= 1.840 ram Plosticity Index= n/a Moisture %, as sampled = a/a Dl.t_. 3,438 mm Sand Equivalent = n/a Req'd Sand Equivalent= Dtyai= 13051 mm Fracture%, I Face= (1/a Req'd Fracture%, 1Face = Dust Ratio 27/59 Fracture%. 2+Face rJa Kcifd Fracture%. 2+Faces - A M D4913 Actual Interpolatedvons:�asme.,ucn Cumulative Percent Cumulative Percent y It'Y�Y2 >$ �pA OAY9119 Sieve Size Specs Specs us Metric Paaln pallina Mar MIn tmw �,•.,.�.,,t» 7a t1nM 1°0D1 12,00" 300,00 100% 100.Wo 0.0% 10,00" 250.00 1001/. 100,0% 0.0% llfl11 I�' 8,00" 200.00 100% 100.1)% 0,0% I i I 6,00" 150,00 100% 100.0% 0.0% 1 II 4,00" 100,00 1001A 100.0°� o_o% •° 3.0o" 75,00 100% 100.0% 0 0% 2.50" 63.00 100% 100.0% 0.0% 2.00" 50.00 100 100 0% o 0 % L75" 45.00 1001/6 100.0% 0o 1.50, 37.50 100% 100.0% 0 0% ill- nex 1.25" 31.50 100% 100.0% 0,0% 60" � � 1,00" 25.00 97% 97% 100.0% 0.- - o 3/4" 19.00 93% 100.0% 0.0% a raa _ i d I . 5/8" 16,00 92% 100.0% 0,0% 1250 90% 90% 100.0% 0.0% .I 3/8" 9.50 91% 100.0% 0,0% 1/4" 6.30 72% 100,0% 0.0% #4 4.75 69% 68% 100,0% 0.0% Ij 98 2.36 53% 100.0% 0,0% #lo 2.00 51% 51% 100.0% 0.0% ! II 416 1.18 45% 100.0% 0.01/. 020 0.050 43% 100.0% 0.0% #30 0.600 41% 100.0% 0.0% ju{ #40 0.425 401/. 40% t00.0% o.o% a� #50 0.300 32% 100.0 o.o% #60 0.250 29% too,o% 0,0% °` rro 00 *00 too owe oaw 980 0.190 25% 100,0% 0,0% ama"• #too 0.150 23% 100-0% 0.0% $140 0, 106 20% 100,0% 0,0% #l70 0,090 19% 100.0% 0.0% #200 0075 18% 18% 100,0% 0.0% • l.n,w. -.--Ma. sp.:i -.-r.�soxi -•-wwr. "w. r t ar..ra.ds...r..•n. ivrear Comments: Reviewed by: Corporate - 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980 Regional Offices: Olympia - 360.534.9777 Bellingham - 360.647.6111 Silverdale -- 360,698.6787 Tukwila - 206.241.1974 Visit our website: www.mtc-inc.net PRE TuI, ASTM D422. HYDROMETER ANALYSIS 2.70 100 18 grams 4 61 % Sieve 9571 grams S've ACCREDITEO� 3.0" 100% 75,000 mm eww,.. raor Ire.: 2.0" 100% 50.000 mm Corrected Percent Soils Particle 1,5" 100% 37.500 mm Reading Passing Diameter 1.25" 100% 31,500 mm 25 13.2 % 0.0332 mm 1.0" 100% 25.000 mm 17 9.0 % 00221 mm 3/4" 93 % 19.000 mm 12 6.3 % 0,0131 mm 5/8" 92% 16.000 mm 9 4,8 % 0,0094 mm 1/2" 90 % 12,500 mm 6.5 3.4% 0.0068 mm 3/8" 81% 9,500 mm 3 1.6% 0.0034 mm 1/4" 72 % 6.300 mm 1 0,5 % 0,0014 mm #4 68% 4.750 mm #10 51 % 2.000 mm 31.9% 420 43% 0.850 mm 49.8% #40 40% 0425 mm 15,8% #100 23% 0,150 mm 2.5% #200 18.3% 0,075 mm Sills 18.1 % 0,074 mm 15.2% 0,050 mm 8,4% 0,020 mm 2.51A 0.005 mm 0.8% 0,002 mm 0,4 % 0.001 mm Particle Size 2.0 - 0.05 mm 0,05 - 0,002 mm <0.002 mm .I rcsulln apply my 10 equal l"c u—e M ms lesidsleelJ Asa mehiel prgnu"n to elienls, llc public a,d.—.1 .11 ieporrs me subinlled ex lh—Ide"lisl propsrly uremM,nsd l�Hluaieelionfor ynblieeli"nufslelsrtcil3, ruiclwiora or eavn cls fm-- nrreprdi%ourrcm" is reserved peMiw our Mill- I pps"ril