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HomeMy WebLinkAboutPermit File BLD-2019-0511 1715 O Avenue (18)Materials Testing & Consulting, Inc. J5=r Geotechnical Engineering • Snecial Insnection • Materials Testing • Environmental Consulting Client: Madrona Real Estate Investors VIII, LLC Address: 1320 East Pike Street Seattle, WA 98122 Attn: Brad Augustine Date Revised: Date: Project: Project #: Sample #: Date Sampled: March 26, 2021 Fidalgo Flats 20B301 B21-0300 March 24, 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 130.8 pcf at 8.8% Bulk Density & Voids Sand Equivalent WSDOT Degradation Fracture Count Moisture Content Specific Gravity, Coarse Specific Gravity, Fine Hydrometer Analysis Atterberg Limits Asphalt Extraction/Gradation Rice Density 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. Respectfully Submitted, Meghan Blodgett -Carrillo 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 our website: www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Sieve Report MATERIALS TESTING S CONSULTING, INC. Project: Fidalgo Flats Date Received: 24-Mar-21 ASTM D-2487 Unified Soils Classification System Project #: 20B301 Sampled By: A. Choy GW-GC, Well -graded Gravel with Silty Clay and Sand Client: Madrona Real Estate Investors VIII, LLC Date Tested: 25-Mar-21 Sample Color: Source: 1 st floor subgrade, import Lakeside 2" minus Tested By: A. Eifrig gray A 1113ITEDJ o Sample#: B21-0300 ASTM D-2216, ASTM D-2419, ASTM D-4318, ASTM D-5821 Dt51= 0.049 mm % Gravel = 57.8% Coeff. of Curvature, Cc = 2.30 Specifications Dt1et= 0.190 mm % Sand = 34.6% Coeff. of Uniformity, Cu= 51.49 No Specs Dp,)= 0.435 man % Silt & Clay = 7.6% Fineness Modulus = 5.25 Sample Meets Specs 7 N/A D(30)= 2.066 mm Liquid Limit = n/a Plastic Limit = n/a D(sp)= 6.929 man Plasticity Index = n/a Moisture %, as sampled = n/a D(60)= 9.776 mm Sand Equivalent = n/a Req'd Sand Equivalent = D(9m= 26.025 mm Fracture %, 1 Face = n/a Req'd Fracture %, 1 Face = Dust Ratio = 23/45 Fracture %, 2+ Faces = n/a Req'd Fracture %, 2+ Faces = ASTM C-136, ASTM D-6913 ASTM C-117 Actual Interpolated Cumulative Percent Cumulative Percent Grain Size DisMbufion �--4 Sieve Size Specs Specs Us Metric Passing Passing Max Min Ioos �••.• •••• 'e• '', mos 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% 9oy :-- .:.: �•� ::::::____ ::.:.:- ,.:_' _:,::: 9o.oy 6.00" 150.00 100% 100.0% 0.0% 4.00" 3.00" 100.00 75.00 100% 100% 100.0% 100.0% 0.0% 0.0% aoyIM •',', ' eaox 2.50" 2.00" 63.00 50.00 100% 99% 100% 99% 100.0% 100.0% 0.0% 0.0% zoy ` ':_ _._.. I_ ` ......_-__ ._._;_ _____: .__ ro.os 1.75" 45.00 97% 100.0% 0.0% 1.50" 37.50 94% 100.0% 0.0% `•.... 1.25" 31.50 92% 100.0% 0.0% eoy ''i-- _._ .. I_ ____ ..._. _ j_ 1.00" 25.00 90% 90% 100.0% 0.0% w 3/4" 19.00 81% 81% 100.0% 0.0% 8 soy " 518" 1/2" 16.00 12.50 67% 75% 67% 100.0% 100.0% 0.0% 0.0% .1 3/8" 9.50 59% 59% 100.0% 0.0% 40% 1/4" 6.30 48% 100.0% 0.0% #4 4.75 42% 42% 100.0% 0.0%, •'` #8 2.36 31% 100.0% 0.0% 30`` "' ' - 300x #10 2.00 30% 30% 100.0% 0.0% #16 1.18 23% 100.0% 0.0% 20% I_ _ ;- • � _ ,_ ',. , I-', zo.ax #20 0.850 20% 20% 100.0% 0.0% #30 0.600 17% 100.0% 0.0% •�• #40 0.425 15% 15% 100.0% 0.0% Ioy '':.. _._ .. I. , .. _........... •• ._.. ',.. ........ iooy #50 0.300 12% 100.0% 0.0% ', '', • '', #60 0.250 11% 11% 100.0% 0.0% #80 0.180 10% 100.0% 0.0% °'` 0 Ia we 10." I o00 o.Ioo o.olo c.om #100 0.150 9% 9% 100.0% 0.0% #140 0.106 8% 100.0% 0.0% Rani�iasi=a�m,n� #170 0.090 8% 100.0% 0.0% #200 0.075 7.6% 7.6% 100.0% 0.0% + Sieves ea -«-Me. Specs specs -•-s'eve Resuih Copyngbt Spears Engineering.@ Teclu:ical Services PS, 1996-98 _J Comments: 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-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering Special Inspection Materials Testing Environmental Consulting Proctor Report Project: Fidalgo Flats Project #: 20B301 Client: Madrona Real Estate Investors VIII, LLC Source: 1st floor subgrade, import Lakeside 2" minus Sample#: B21-0300 Date Received: 24-Mar-21 Sampled By: A. Choy Date Tested: 25-Mar-21 Tested By: A. Eifrig Unified Soils Classification System, ASTM D-2487 GW-GC, Well -graded Gravel with Silty Clay and Sand Sample Color gray Sample Prepared: Moist: X Manual: Dry: Mechanical: X Test Standard: ASTM D698: AASHTO T 99: Method ASTM D 1557: X AASHTO T 180: C Assumed Sp. Gr. Point Percent Dry Uncorrected Proctor Value 2.65 Number Moisture Density Max. Dry Density Optimum Mois 1 7.9% 123.8 lbs/f 2 9.9 % 124.8 3 11.8 % 123.8 versa' Applied Value w/ Oversize Correction Applied Value 4 14.0 % 120.1 Max. Dry Density Optimum Mois ACCREDITED 130.8 Ibs/ft' 8.8 M.0 130.0 128.0 126.0 124.0 122.0 120.0 118.0 6% Moisture Density Relationship 7% 8% 9% 10% 11% 12% 13% 14% 15% 16% 17% 18'9„ Percent Moisture • Date Points Zero Air Voids Curve Curve Fit AN= 57ESrING 6 CONSYLTING,INC. ASTM C-136 Sieve Size Percent Specifications US mm Passing Max Min 12.00" 300.00 100.0 % 0.0 10.00" 250.00 100.0 % 0.0 8.00" 200.00 100.0 % 0.0 6.00" 150.00 100.0 % 0.0 4.00" 100.00 100.0 % 0.0 3.00" 75.00 100.0 % 0.0 2.50" 63.00 100 % 100.0 % 0.0 2.00" 50.00 99 % 100.0 % 0.0 1.75" 45.00 100.0 % 0.0 1.50" 37.50 100.0 % 0.0 1.25" 31.50 100.0 % 0.0 1.00" 25.00 90 % 100.0 % 0.0 3/4" 19.00 81 % 100.0 % 0.0 5/8" 16.00 100.0 % 0.0 1/2" 12.50 67 % 100.0 % 0.0 3/8" 9.50 59 % 100.0 % 0.0 1/4" 6.30 100.0 % 0.0 #4 4.75 42 % 100.0 % 0.0 #8 2.36 100.0 % 0.0 #10 2.00 30% 100.0% 0.0% #16 1.18 100.0 % 0.0 #20 0.850 20 % 100.0 % 0.0 #30 0.600 100.0 % 0.0 #40 0.425 15% 100.0 % 0.0 #50 0.300 1 00.0% 0.0 #60 0.250 11 % 100.0 % 0.0 #80 0.180 100.0 % 0.0 #100 0.150 9 % 100.0 % 0.0 #140 0.106 100.0 % 0.0 #170 0.090 100.0 % 0.0 #200 0.075 7.6 % 100.0 % 0.0 ASTM D-4718, Misc. Oversize Correction Values `"' "'" `" ""`" ' `"' "" Oversize Mat'l: 19% % Gravel: 57.8% Cc: 2.30 D(l0): 0.190 Oversize Corrected Optimum % Sand: 34.6% Cc: 51.49 D(30): 2.066 Retained Density Moisture % Silt&Clay: 7.6% FM: 5.25 D(60): 9.776 5% 126.3 10.3% 10% 127.9 9.7% LL: n/a PL: n/a PI: n/a 15% 129.5 9.2% 20% 131.2 8.7% Sand Equivalent: n/a Req'd Sand Equivalent: 25% 132.9 8.2% 30% 134.7 7.7% Fracture %, 1 Face: n/a Req'd Fracture %, 1 Face: C� ght Spe Enka ie c Te iml services PS,1996-98 Fracture %, 2+ Faces: n/a 3e 'd Fracture %, 2+ Faces: Comments: 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-inc.net