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MAYES TESTING ENGINEERS, INC. Lynnwood <br /> 20225 Cedar Valley Road <br /> 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: 11/23/14 <br /> Everett,WA Sample Set ID: 351098 <br /> Permit#(s): <br /> Client: Packer Residence 81407-013 <br /> Engineer: CG Engineering <br /> Contractor: Concrete Solutions <br /> FIELD DATA <br /> ASTM C42 and C39 <br /> Air Temperature: 40°F Actual Mix Proportions: <br /> Weather: Clear <br /> 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 /> Sample Temp. ` Inl It al Storage Temp Air Content Water 293.0 lbs <br /> (ASTM C1064) 1 I (ASTM C31) 1 (ASTM C231) <br /> NR ..11 NR —1 NR <br /> Water/Cement Ratio: Slump(ASTM L2J <br /> i Sample(s)Rec'd: Required Strength: (f c) <br /> 0.416 1-2" 11/18/14 4000 psi @ 28 days <br /> j Placement Location and Notes-.4 <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(lbs) Dia(in) Area Strength(psi) Type of Fracture <br /> _1/1.4/14!', 0001 30856 i 11/2_141/ 7 I 3 x 6 ! 35340 2.99 7.02��5030 I',_Type 2 <br /> 11/14/14 ' 0001 30857E 1 2/12/14 28 3 x 6 0.00 0.00 J NA <br /> j 11/14J1�'_ 0001 jj 3 580 8 12/12/14 28 3 x 6 �0 0.00 NA <br /> 111/14J14� 00 10 30859 12/12/14 28 3 x 6 rO.OQ�0 00 i'� NA <br /> Remarks: <br /> Technician(s): Kane, J. Reviewed by: <br /> Tested by: Bellows, K. <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 1050-1 C,Rev 4,08/22/07 <br /> 6.6.1.3,C-1019,9.6 -"recording field temperature" <br />