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2014016411-24-2014-olympia-federal-yelm-branch-14s164-laboratory-report-soil-report-s14-684b-proctor-sieve-existing-native Materials Testing & Consulting, Inc. MTC Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Client: Olympia Federal Bank Date: November 18,2014 Address: 907 Yelm Ave W Project: Olympia Federal Ychn Project#: 14S164 Attn: Bobbi Kerr Sample#: S14-684B 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 Test(s)Performed: Test € Results Results 0 Sieve Analysis ::FAIL ❑ Sulfate Soundness Q Proctor €123.9 @ 9.9% ❑ Unit Weight ❑ Sand Equivalent ❑ WSDOT Degradation ❑ Fracture Count D Dust Ratio 1/3 ❑ Moisture Content ❑ ❑ Specific Gravity,Coarse ❑ ❑ Specific Gravity,Fine ❑ Hydrometer Analysis ❑ ❑ Atterberg Limits ❑ ❑ Asphalt Extraction/Gradation € ❑ ❑ Rice Density ❑ :J 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, Samuel Hyatt WABO Supervising Laboratory Technician Corporate—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 NW Region—2126 East Bakerview Rd.,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 SW Region—2118 Black Lake Blvd.SW • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 Visit our website:www.mtc-inc.net MTC Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection Materials Testing • Environmental Consulting ,t erol.r•"e.s a co...11 Sieve Report Project:Olympia Federal Date Received: 18-Nov-14 ASTM D-2487 Unified Soils Classification System Project#: 145164 Sampled By:TM SP-SM,Poorly graded Sand with Silt and Gravel Client:Olympia Federal Bank Date Tested:21-Nov-14 Sample Color: ACCREDITED) Source:Onsite stockpile of Existing Tested By:CL Brown •>�. n@ Sam le#: 514-684B ASTM D-2216,ASTM D-2419,ASTM D-4318,ASTM D-5821 Dts>=0.033 moon %Gravel=32.2% Coeff.of Curvature,Cc=0.77 Specifications Dtlo1=0.065 mm %Sand=56.3% Coeff.of Uniformity,Cv=38.28 No Specs DP67=0.139 mm %Silt&Clay=11.5% Fineness Modulus=3.66 Sample Meets Specs?N/A Doo1=0.354 mm Liquid Limit=n/a Plastic Limit=n/a D(60)=1.027 mm Plasticity Index=n/a Moisture%,as sampled=11.2% D(.)-2.500 mm Sand Equivalent=n/a Req'd Sand Equivalent= D(9o)=16.010 mm Fracture%,1 Face=n/a Req'd Fracture%,1 Face= Fracture%,2+Faces=n/a Req'd Fracture%,2+Faces= ASTM C-136,ASTM D-6913 Actual Interpolated Gtsin Size Dislnbulion Cumulative Cumulative Sieve Size Percent Percent Fspecs Specs _ rs f _ - -- a a3 s$st;�awsM US Metric Passing Passing Max Min 1m :_�.•<.••�• 00% 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% 90 6.00" 150.00 100% 100.0% 0.0% 4.00" 100.00 100% 100.0% 0.0% 3.00" 75.00 100% 100.0% 0.0% ox 2.50" 63.00 100% 100.0% 0.0% 2.00" 50.00 100% 100.0% 0.0% 70 ox 1.75" 45.00 100% 100.0% 0.0% 1.50" 37.50 100% 100.0% 0.0% 1.25" 31.50 100% 100.0% 0.0% 00 0� 1.00" 25.00 100% 100% 100.0% 0.0% 2 3/4" 19.00 94% 94% 100.0% 0.0% 2 5/8" 16.00 90% 90% 100.0% 0.0% 1/2" 12.50 85% 85% 100.0% 0.0% 3/8" 9.50 79% 791/ 100.0% 0.0% 40 • o� 1/4" 6.30 72% 72% 100.0% 0.0% #4 4.75 68% 68% 100.0% 0.0% #8 2.36 601/ 100.0% 0.0% 30 #10 2.00 58% 58% 100.0% 0.0% #16 1.18 51% 100.0% 0.0% 20 0� #20 0.850 48% 48% 100.0% 0.0% •� #30 0.600 41% 100.0% 0.0% •�•• #40 0.425 35% 35% 100.0% 0.0% 10 • o� #50 0.300 260/6 100.0% 0.0% #60 0.250 22% 22% 100.0% 0.0% #80 0.180 18% 18% 100.0% 0.0% 1000000 100.000 10000 100 0100 lour 0001 #100 0.150 16% 160/. 100.0% 0.0% #140 0.106 13% 100.0% 0.0% °alitle s're tn,n,l #170 0.090 12% 100.0% 0.0% #200 0.075 11.50 11.5°-b 100.0% 0.0% + se.e saes - Mlaspe¢ -•-Mm specs �• se.e aeam� Copyright Spesrs>:"mom"a&Tecbmrsl5avires es,1996-98 All resultz apply ouly to acWallaatioos sadmataisls tested AsamtWal pmtectiwt.cliems,thepublic sad owselves,sU reports are subantteduthe c®fidatlul pmpeify ofctiems,avd aathown®fur pabticatiou of slateaasts,c®clasiou or extracts fiowwregwdwg ow repmisureserved patdivgowwnttat approval. Comments: Failed on the#200 screen,material has a spec of no more than 5.0%.3/4"screen,material has a spec of 100%passing. v vv Reviewed by: Corporate-777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 NW Region-805 Dupont Street,Suite 5 Bellingham,WA 98225 Phone(360)647-6061 • Fax(360)647-8111 SW Region-2118 Black Lake Blvd.SW Olympia,WA 98512 Phone(360)534-9777 • Fax(360)534-9779 Kitsap Region-5451 NW Newberry Hill Road,Suite 101 • Silverdale,WA 98383 • Phone(360)698-6787 • Fax(360)692-1919 Visit our website:www.mtc-inc.net Materials Testing & Consulting, Inc. MTC Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting d'hr+ala rasfing k CovsultMg?°`. Proctor Report Project:Olympia Federal Date Received: 18-Nov-14 Unified Soils Classification System,ASTM D-2487 ASTM C-136 Project#: 148164 Sampled By: TM SP-SM,Poorly graded Sand with Silt and Gravel Sieve Size Percent Specifications Client:Olympia Federal Bank Date Tested:21-Nov-14 Sample Color US mm Passing Max Min Source: Onsite stockpile of Existing Tested By:CL Brown 12.00" 300.00 100.0% 0.0 Sample#: S14-684B 10.00" 250.00 100.0% 0.0 Sample Prepared: Moist:X Manual:X 8.00" 200.00 100.0% 0.0 Dry: Mechanical: 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" 75.00 100.0% 0.0 Assumed Sp.Gr. Point Percent Dry Uncorrected Proctor Value 2.50" 63.00 100.0% 0.0 2.70 Number Moisture Density Max.Dry Density Optimum Moist 2.00" 50.00 100.0% 0.0 1 8.4% 1200. 121.8 Ibs/fl' 10.5% 1.75" 45.00 100.0% 0.0 2 10.5% 1222 1.50" 3750 100.0% 0.0 3 12.2% 1205. Value w/Oversize Correction Applied 1.25" 311.50 100.0% 0.0 4 14.9% 114.7 Max.Dry Density Optimum Moist 1.00" 25.00 100% 100.0% 0.0 accREDITED 123.9 Ibs/ft' 9.9% 3/4" 1900. 94% 100.0% 0.0 5/8" 16.00 90% 100.0% 0.0 1/2" 12.50 85% 100.0% 0.0 Moisture Density Relationship 3/8" 9.50 79% 100.0% 0.0 1/4" 6.30 72% 100.0% 0.0 1230 #4 4.75 68% 100.0% 0.0 #8 2.36 100.0% 0.0 121.0 #10 2.00 58% 100.0% 0.0% #16 1.18 100.0% 0.0% 119.0 #20 0.850 48% 100.0% 0.0 #30 0.600 100.0% 0.0 CZ` 117.0 #40 0.425 35% 100.0% 0.0 #50 0.300 100.0% 0.0 115.0 #60 0.250 22% 100.0% 0.0 #80 0.180 18% 100.0% 0.0 113.0 9100 0.150 16% 1000% 0.0 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% 16% 9140 0.106 100.0% 0.0 Percent Moisture 9170 0.090 100.0% 0.0 emro� mAtrvod aw °i eF" 9200 0.075 115% 100.0% 0.0 ASTM D4718,Misc.Oversize Correction Values Specs: No Specs Meets Specs?N/A %Oversize Mat'l: 6% %Gravel:322% Cc: 0.77 Dt101:0.065 %Oversize Corrected Optimum %Sand:563% Cu: 3828 D(30):0354 Retained Density Moisture %Silt&Clay: 11.5% FM: 3.66 Dt601:2.500 5% 123.6 10.0% 10% 125.3 9.5% LL:n/a PL:n/a PI:n/a 15% 127.1 9.0% 20% 129.0 8.5% Sand Equivalent:n/a Req'd Sand Equivalent: 25% 130.9 8.0% 30% 132.9 7.5% Fracture%,1 Face:n/a Req'd Fracture%,1 Face: copyright spears E gi"eaivg&Technical Sari-PS,1996-98 Fracture%,2+Faces: n/a Ere 'd Fracture%,2+Faces: All radts apply.1y to actual locations and ma-h tared.Asamut 1 protection to clieucs,the public and osyselres,all report s aze snb-das the confid-A property of charts,and anthorvatrov f publication of statew®ts,mvd-i-or extracts from or regarding rnv reprnts is maned p-ding ow _v'_ap _L Comments: Reviewed by: Corporate-777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 NW Region-805 Dupont Street,Suite 5 Bellingham,WA 98225 • Phone(360)647-6061 • Fax(360)647-8111 SW Region-2118 Black Lake Blvd.SW Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9778 Kitsap Region-5451 NW Newberry Hill Road,Suite 101 • Silverdale,WA 98383 • Phone(360)698-6787 • Fax(360)692-1919 Visit our website:www.mtc-inc.net