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MAYES TESTING ENGINEERS, INC. Lynnwood <br /> 20225 Cedar Malley Road <br /> a�M'3"vt�'scx3'w, Suite 110 <br /> Lynnwood WA 98036 <br /> ph 425.742.9360 <br /> CONCRETE LABORATORY TEST REPORT fax 425.745.1737 <br /> Project Name: Packer Residence Project No: L14565 <br /> Site Address: 1209 Madrona Avenue Issued on: 12/15/14 <br /> Everett, WA Sample Set ID: 351098 <br /> Permit#(s): <br /> Client: Packer Residence B1407-013 <br /> Engineer: CG Engineering <br /> Contractor: Concrete Solutions <br /> FIELD DATA <br /> ASTM C42 and C39 <br /> Air Temperature: 40°F Actual I Mix Proportions: <br /> Weather: Clear Ingredient Weight(per cu.yd) <br /> Product: Shotcrete <br /> Supplier: CEMEX A/E Admix 3.5 oz <br /> Cement Slag 125.0 lbs <br /> Batch Plant Location: Cement--Type I & II 580.0 lbs <br /> Ticket Number: 80447655 Coarse Aggregate#8 850.0 lbs <br /> MixDesign ID : 1376928 Fine Aggregate 1,960.0 lbs <br /> F Sample Temp. Initial Storage Temp. Aid— r Content dater 293.0 lbs <br /> (ASTM 1064)Cj (ASTM C31) (ASTM C231) <br /> NR NR NR <br /> Water/Cement Ratio: Slump(ASTM C143) Sample(s)Recd: Required Strength: (fc) <br /> 0.416 1-2" 11/18/14 4000 psi @ 28 days <br /> Placement Location and Notes: <br /> Placed for 25' x 8"x 6'-tall retaining wall. (20) gallons of water added on site <br /> COMPRESSION TEST RESULTS <br /> (ASTM C31.C39,C617,C1231,C780,C109,C1019 or AASHTO T22 when applicable) <br /> Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Area Strength(psi) Type of Fracture <br /> [ 11/14/14 0001 30856 ii 11/21/14 [j::]C3x_6_J'_35340 299 7.02 ��._5030_:�Type_2 <br /> 11_/14/14 [28][:73x6 4 39 80 7030�]; Type 2 <br /> 1111 /4 1 0001 30858 I 12/12/14 28i 3 x 6 50140 12.99 7.02 7140 Type 3 <br /> 11/14/14 0001 30859 12/12/14 28 I 3 x 6 53700 2.99 7.02 ! 7650 Type 3 <br /> Remarks: <br /> Technician(s): Kane, J. Reviewed by: <br /> Tested by: Garner, H. <br /> Robert Gardner <br /> Senior Project Manager <br /> Notes: <br /> Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. <br /> See ASTM C39, for full description of the Type of Fracture. <br /> All testing performed in accordance with applicable ASTM's except C-31. 10.1.2,C-780,A MTE 1050-1C.Rev 4,08/22/07 <br /> 6.6.1.3,C-1019,9.6 -"recording field temperature" <br />