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2014016411-24-2014-olympia-federal-yelm-branch-14s164-laboratory-report-soil-report-s14-684a-proctor-sieve-native-stockpile-bank-run- 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#: S14-684A 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 Q Sieve Analysis ❑ Sulfate Soundness Q Proctor €136.4 @ 6.7% ❑ 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 ❑ 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.re"e.s a co...11 a5n�- Sieve Report Project:Olympia Federal Date Received: 18-Nov-14 ASTM D-2487 Unified Soils Classification System Project#: 145164 Sampled By:TM GP-GM,Poorly graded Gravel with Silt and Sand Client:Olympia Federal Bank Date Tested:21-Nov-14 Sample Color: ACCREDITED) Source:Onsite stockpile Existing Native Bank Run Tested By:CL Brown n@ Sam le#: 514-684A ASTM D-2216,ASTM D-2419,ASTM D-4318,ASTM D-5821 Dts>=0.050 mm %Gravel=55.6% Coeff.of Curvature,Cc=0.24 Specifications 0.144 man %Sand=36.9% Coeff.of Uniformity,Cv=119.42 No Specs DP67=0.257 mm %Silt&Clay=7.5% Fineness Modulus=5.37 Sample Meets Specs?N/A Do,,)-0.764 mm Liquid Limit=n/a Plastic Limit=n/a D(6ol=8.128 mm Plasticity Index=n/a Moisture%,as sampled=11.2% D16o1=17.207 mm Sand Equivalent=n/a Req'd Sand Equivalent= D(9o)=95.635 nom 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 _ >> „s f _ a as s$st;� �ra US Metric Passing Passing Max Min im _.:_b 10% 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% so 6.00" 150.00 100% 100% 100.0% 0.0% 4.00" 100.00 91% 91% 100.0% 0.0% �• o^u 3.00" 75.00 83% 83% 100.0% 0.0% 2.50" 63.00 80% 801/ 100.0% 0.0% •� 2.00" 50.00 78% 78% 100.0% 0.0% 7e ox 1.75" 45.00 75% 100.0% 0.0% 1.50" 37.50 71% 71% 100.0% 0.0% 1.25" 31.50 68% 68% 100.0% 0.0% eu o� 1.00" 25.00 66% 66% 100.0% 0.0% ,• 3/4" 19.00 62% 62% 100.0% 0.0% s 5/8" 16.00 59% 590% 100.0% 0.0% • a%'� 1/2" 12.50 56% 560% 100.0% 0.0% 3/8" 9.50 52% 52% 100.0% 0.0% a1 •• o� 1/4" 6.30 47% 470/6 100.0% 0.0% ` #4 4.75 44% 441/. 100.0% 0.0% #8 2.36 390% 100.0% 0.0% #10 2.00 38% 38% 100.0% 0.0% #16 1.18 34% 100.0% 0.0% i1 a� #20 0.850 32% 32% 100.0% 0.0% #30 0.600 270/. 100.0% 0.0% •• #40 0.425 23% 23% 100.0% 0.0% 10%, �• a� #50 0.300 170/. 100.0% 0.0% ••� #60 0.250 15% 15% 100.0% 0.0% #80 0.180 12% 12% 100.0% 0.0% 1111111 loo 000 to111 1 n11 0111 lour Door #100 0.150 10% 10% 100.0% 0.0% #140 0.106 90% 100.0% 0.0% Pa1itle$1Ze tmml #170 0.090 8% 100.0% 0.0% #200 0.075 7.5% 7.5% 100.0% 0.0% + sere s- - -spe¢ -.-Mm specs �• sere aeam� Copyright Spears F�&TecL.5avires es,-6-98 All resW6 apply Duly to acWal laatioos sadmatenals tested As a mrtusl pmtectiw W diems,fhepublic s>b owselves,all reports are subantted a the c®fidartul pmpeify.fctiems,avd aathorvanov fa pabticatiou ofslateaarts,c®clasiou or extracts flow w regwdwg ow repmis u reserved patdivg owwnttat approval. Comments: Supplied Spec,Bank Run,4"max �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 re,fing k C°"sultMg?°`. Proctor Report Project:Olympia Federal Date Received: 18-Nov-14 Unified Soils Classification System,ASTM D-2487 ASTM C-136 Project#: 14S164 Sampled By: TM GP-GM,Poorly graded Gravel with Silt and Sand Sieve Size Percent Specifications Client:Olympia Federal Bank Date Tested:21-Nov-14 Sample Color US mm Passing Max Min Source:onsite stockpile Existing Native Bank Run Tested By:CL Brown 12.00" 300.00 100.0% 0.0 Sample#: S14-684A 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% 100.0% 0.0 Test Standard: ASTM D698: AASHTO T 99: Method 4.00" 100.00 91% 100.0% 0.0 ASTM D 1557:X AASHTO T 180: C 3.00" 75.00 83% 100.0% 0.0 Assumed Sp.Gr. Point Percent Dry 2.50" 63.00 80% 100.0% 0.0 2.70 Number Moisture Density Max.Dry Density Optimum Moist 2.00" 50.00 78% 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 71% 100.0% 0.0 3 12.2% 1205. Value w/Oversize Correction Applied 1.25" 311.50 68% 100.0% 0.0 4 14.9% 114.7 Max.Dry Density Optimum Moist 1.00" 25.00 66% 100.0% 0.0 accREDITED 136.4 Ibs/ft' 6.7% 3/4" 1900. 62% 100.0% 0.0 5/8" 16.00 59% 100.0% 0.0 1/2" 12.50 56% 100.0% 0.0 Moisture Density Relationship 3/8" 9.50 52% 100.0% 0.0 1/4" 6.30 47% 100.0% 0.0 1230 #4 4.75 44% 100.0% 0.0 #8 2.36 100.0% 0.0 121.0 #10 2.00 38% 100.0% 0.0% #16 1.18 100.0% 0.0% 119.0 #20 0.850 32% 100.0% 0.0 #30 0.600 100.0% 0.0 CZ` 117.0 #40 0.425 23% 100.0% 0.0 #50 0.300 100.0% 0.0 115.0 #60 0.250 15% 100.0% 0.0 #80 0.180 12% 100.0% 0.0 113.0 9100 0.150 10% 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 • �° trv° °°° °�pi` A 9200 0.075 7.5% 100.0% 0.0 ASTM D4718,Misc.Oversize Correction Values Specs: No Specs Meets Specs?N/A %Oversize Mat'l: 38% %Gravel:55.6% Cc: 024 Dt101:0.144 %Oversize Corrected Optimum %Sand:36.9% Cu: 119.42 Dt301:0.764 Retained Density Moisture %Silt&Clay:7_5% FM: 537 Do601: 17.207 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 milts 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 anthorvati.ft publication of statew®ts,mvd-i-or extracts from or regarding rnv reprnts is maned pnrding ow -va-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