Laserfiche WebLink
CONCRETE OBSERVATION REPORT MAYES TESTING ENGINEERS <br /> Report Number: M7171835.0001 <br /> Service Date: 10/27/17 20225 Cedar Valley Rd Ste 110 <br /> Report Date: 11/10/17 Lynnwood, WA 98036-6365 <br /> 425-742-9360 <br /> Client Project <br /> R. Miller, Inc.. Umbra Cuscinetti <br /> Attn:Accounts Payable 6707 Hardeson Rd. <br /> 18321 98th Ave NE Everett, WA <br /> Bothell, WA 98011 <br /> Project No.: M7171835 <br /> Permit No.: B1708-038 Weather: Inside Building <br /> Samples: (4) 4x8" cylinders <br /> On site to inspect rein . . - __ d monitor concrete placement of machine footings. <br /> Inspected reinforcement per plan page A-1 and detail 1/A-2. Verified bar size, grade, spacing, cover and <br /> clearances. Monitored concrete placement of(20) cubic yards of CalPortland mix#3341 via line pump with <br /> mechanical consolidation. Cast(3) Milling Machine foundations and (4) 4x8" cylinders for compression testing <br /> (4000 psi required at 28 days per General Note G-1). <br /> To th- o ou • -' les.e, the items inspected today are in conformance with approved plans and <br /> •-cifications. <br /> ft 11 <br /> V it <br /> "l 11/ <br /> Services: Special Inspections/Materials Testing <br /> Mayes Testing Engineers Rep.: Jesse Kane <br /> Reported to: R. Miller Construction <br /> Contractor: R. Miller Construction <br /> Report Distribution: <br /> (1)City of Everett,Dave Foster (1)Mayes Testing Engineers,Inc,Bob <br /> Gardner s4 <br /> (1)R.Miller,Inc.,Jim Rodgers (1)R.Miller,Inc.,Rosario Koenig Reviewed By: „� 1` i <br /> (1)R.Miller,Inc.,Tyler Hale Robert Gardner <br /> Senior Project Field Manager <br /> The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client \ <br /> indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to <br /> the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. <br /> CT0001,10-16-13,Rev.10 Pa <br />