Loading...
HomeMy WebLinkAboutBLD2020-01263 Materials Testing - BLD Engineering / Geo-tech Reports - 5/19/2021 Materials Testing & Consulting, Inc. Mj Geotechnical Engineering • Snecial Insnection • Materials Testing • Environmental Consulting Client: Mike Copeland Date: May 19,2021 Address: 2831 E Mason Lake Dr.E Project: Copeland Retaining Wall Grapeview,WA 98546 Project#: 21S142 Attn: Mike Copeland Sample#: B21-0744 Date Revised: Date Sampled: May 14,2021 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: Test Results X Sieve Analysis See Report Sulfate Soundness X Proctor 145.3 pcfat 5.6% Bulk Density&Voids Sand Equivalent WSDOT Degradation Fracture Count Moisture Content Specific Gravity,Coarse Specific Gravity,Fine H drometer Analysis Atterb erg Limits Asphalt Extraction/Gradation Rice Densi If you have any questions concerning the test results,the procedures used,or if we can be of any further assistance please call onus at the number below. Respectfully Submitted, Meghan Blodgett-Carrillo WABO Supervising Laboratory Technician R E C E I V MAY 19 2021 615 W. Alder Street 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 Materials Testing & Consulting, Inc. nareauu Tssnwa a coNa urtny rac: Geotechnical Engineering Special Inspection • Materials Testing • Environmental Consulting Sieve Report Project:Copeland Retaining Wall Date Received: 17-May-21 ASTM D-2487 Unified Soils Classification System Project#:215142 Sampled By: R.Gean II GW,Well-graded Gravel with Sand Client:Mike Copeland Date Tested: 18-May-21 Sample Color: Source:native onsite stockpile Tested By: C.Kriss brown ACCREDITED w Sam le#:B21-0744 �mii4Y t"e s ASTM W2214ASTMA2419 ASTMV-431&,ASTTAD-582I D(,)=0.211 mm %Gravel 63.4% Coeff.of Curvature,Cc=2.29 Specifications Dpol=0.388 mm %Sand=34.9% Coeff.of Uniformity,C�.=30.81 No Specs DIr3J=0.697 mm %Silt&Clay=1.8% Fineness Modulus=5.70 Sample Meets Specs?N/A DI3a1=3.263 mm Liquid Limit=n/a Plastic Limit=n/a DIx1=8.426 mm Plasticity Index=n/a Moisture%,as sampled=n/a DI.1=11.967 mm Sand Equivalent=n/a Req'd Sand Equivalent= D1,ol=.39.391 mm Fracture%,1 Face=n/a Req'd Fracture%,1 Face= Dust Ratio= 5/31 Fracture%,2+Faces=rJa R 'd Fracture%,2+Faces= Actual Interpolated Grdn 5¢e D'earbulbn Cumulative Cumulative Sieve Sine Percent Percent Specs Specs US Metric PassinE Passing Mas Min 12.00" 300.00 100% 100.0% 0.0% 10.00" 250.00 100% 100.0% 0.0% 8.00" 200.00 100% 100.0% 0.0% °0• ra•s 6.00" 150.00 1001/6 100.0% 0.0% 4.00" 100.00 100% 100.0% 0.0% 3.00" 75.00 100% 100% 100.0% 0.01% e� � 2.50" 63.00 97% 100.0% 0.0% 2.00" 50.00 95% 95% 100.0% 0.0% ,os os 1.75" 45.00 92% 100.0% 0.0% 1.50" 37.50 89% 100.0% 0.0% 1 1.25" 31.50 87% 100.(r/o 0.0% 1.00" 25.00 84•/p 84% 100.0% 0.0•/p 3/4" 19.00 75% 75% 100.01% 0.06/6 16.00 69% 100.0% 0.0% 1/2" 12.50 61% 61% 100.0p/o 0.0% 3/8" 9.50 541% 54% 100.0% 0.0% 1/4" 6.30 421% 100.0% 0.0% #4 4.75 37°/p 370% 100.0% 0.0% #8 2.36 26% 100.0% 0.0•/p 910 2.00 24% 24% 100.0% 0.01% #16 1.18 19% 100.0% 0.0% 920 0.850 171/6 171% 100.0°/a 0.0% 930 0.600 14% 100.0% 0.0% #40 0.425 11% 11% 100.0% 0.(ft o* #50 0.300 7% 100.0% 0.0% #60 0.250 6% 6% 100.0% 0.0% #80 0.180 4% 100.0% m0000 1o.aro 0.0% °s •••• o�, i.aao aiao o.o\o 9100 0.150 3% 3% 100.01% 0.0% #140 0.106 2% 100.01% 0.0% #170 0.090 2% 100.0% 0.0% #200 0.075 1.8% 1.8% 100.0% 0.0% C S ri &Ter xn Sm-H,t"9 98 .\II rc�ulle apply only b ac4W bcYians and maierids mcfed As a muwd pmrenion\o cliere�llx public aW ourelves.all rryrnts ve submmed ss Ne wNidemial pmp.�ty of clime,and auNorvazion for puM1licmion of suremmu,corclwiom ur ervac�i liom or ngardinS our«porta in rtvned perdir�ow wrinm approaal. Comments: Reviewed bv: � ` Mcghan Blodgett-Carrillo 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 r t. Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting nataMALSTes'usioamot,.'"Ho'fmc. Proctor Report Project:Copeland Retaining Wall Date Received: 17-May-21 Unified Soils Classification System,ASTM D-2487 ASTM C-136 Project#:21S142 Sampled By:R.Gean II GW,Well-graded Gravel with Sand Sieve Size Percent Specifications Client:Mike Copeland Date Tested: 18-May-21 Sample Color US Tom Passing Max Min Source:native onsite stockpile Tested By:C.Kriss brown 12.00" 300.00 100.0% 0.0% Sample#:B21-0744 10.00" 250.00 100.0% 0.0 Sample Prepared: Moist:X Manual: 8.00" 200.00 100.0% 0.0% Dry: Mechanical:X 6.00" 150.00 100.0% 0.0% Test Standard: ASTM D698: AASHTO T 99: Method 4.00" 100.00 100.0% 0.0% ASTM D 1557 X AASHTO T 180: C 3.00" 75.00 100% 100.0% 0.0% Assumed Sp.Gr. Point Percent Dry Uncorrected Proctor Value 2.50" 63.00 100.0% 0.0% 2.80 Number Moisture Density Max Dry Density Optimum Moist 2.00" 50.00 95% 100.0% 0.0% 1 4.6% 133.9 137.4 lbs/ft' 7.4% 1.75" 45.00 100.0% 0.0% 2 6.6% 136.5 1.50" 37.50 100.0% 0.0% 3 8.2% 137.7 Value w/Oversize Correction Applied 1.25" 31.50 100.0% 0.0% Mir!" morn 4 10.4% 132.8 Max.Dry Density Optimum Mois 1.00" 25.00 84% 100.0% 0.0 5.6% 3/4" 19.00 75% 100.0% 0.0% " """' •.., 5/8" 16.00 100.0% 0.0% 1/2" 12.50 61% 100.0% 0.0% Moisture Density Relationship 3/8" 9.50 54% 100.0% 0.0 ° 1/4" 6.30 100.0% 0.0% 1460 #4 4.75 37% 100.0% 0.0% 1d10 #8 2.36 100.0% 0.0% 1410 #10 2.00 24% 100.0% 0.0% 1ao #16 1.18 100.0% 0.0% t0 #20 0.850 17% 100.0% 0.0% gt0 #30 0.600 100.0% 0.0% 3°a 10 #40 0.425 11% 100.0% 0.0% r31, #50 0.300 100.0% 0.0% A. #60 0.250 6% 100.0% 0.0 1310 #90 0.180 100.0% 0.0% n6a #100 0.150 3% 100.0% 0.0% 4% e% 6% 7% °% o% m r. v r. 13% la% 14% s r. 16% 17% 1"% #140 0.106 100.0% 0.0 Percent Moisture #170 0.090 100.0% 0.0% • ..ao� -zao wo a ca e C­F.t #200 0.075 1.8% 100.0% 0.0% ASTM D4718,Miss Oversize Correction Values Specs: No Specs Meets Specs?NIA o Oversize Mae : o %Gravel:63.4% Cc:2.29 D(m):0.388 %Oversize Corrected Optimum %Sand:34.9% C�: 30.81 D(30):3.263 Retained Density Moisture %Silt&Clay: 1.8% FM: 5.70 D(60): 11.967 5% 138.9 7.0% 10% 140.4 6.7% LL:n/a PL:n/a PI:n/a 15% 141.9 6.3% 20% 143.5 6.0% Sand'Equivalent:n/a Req'd Sand Equivalent: -'25% 145.2 5.6% 30% 146.8 5.3% Fracture%,1 Face:n/a Req'd Fracture%,1 Face: CWynght Spars F gi-ing&Twc ivi se.;as rs,tvv6.99 Fracture%,2+Faces:n/a Req'd Fracture%,2+Faces: All-ft-pplymly to actual l"ranms and materials tared.As.m 1p" ..t,, Nep"bk end...salve,ell reports ve sub_es the c"fa.nsiai pr��pon ofclimts,end ewnaysron fa pubncanm"(statanaits,c"nclusims or estraeu fmm v re d.&a+r reports is raawl pmd.g a" -appmsal. Comments: .r jdf Reviewed by: ! '� Meghan Blodgett-Carrillo 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-ine.net