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6300 MERRILL CREEK PKY ONAMAC 2022-10-14
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6300 MERRILL CREEK PKY ONAMAC 2022-10-14
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10/14/2022 2:37:37 PM
Creation date
10/7/2022 10:24:20 AM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
6300
Tenant Name
ONAMAC
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r. <br />Field/Material Report Report#: 87165 <br />A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 <br />Phone 425.881.5812 Fax 425.881.5441 <br />Client Name: Washington Holdings Project Number: 16-174 <br />Contact: Josh Keene Permit # B1512-028 <br />Client Address: 600 University St. #2820 Project Name: Onamac <br />Seattle, WA 98101-2382 Address: 6300 Merill Creek Pkwy. <br />Date: 3/ 17/2016 <br />Supplier: <br />Cadman <br />Air Temperature: <br />45 F <br />Material Data: <br />Concrete <br />Concrete Temperature: <br />60 F <br />ASTM C 1064 <br />Plant Number: <br />31 <br />Air Content: <br />4.6 % <br />ASTM C 231 <br />Mix Number: <br />4000464 <br />Slump: <br />4 " <br />ASTM C 143 <br />Truck Number: <br />345 <br />Time Sampled: <br />12:45:00 PM <br />Ticket Number: <br />290219 <br />Added Water: <br />0 <br />ByWhom: <br />Number of Samples: <br />5 <br />Air Entrainment (oz/yard): <br />1 <br />Yards placed: <br />11/11 <br />Admixtures (oz/yard)) : <br />WRDA <br />15 <br />Design Strength: <br />4000 <br />Inspection Performed: Reinforced Concrete <br />Location: Ramp at back of building <br />Grid Lines: <br />Remarks: Concrete was placed from chute of mixer truck. Welded wire mesh and resteel in place per detail 1 on S1.1 and 3 <br />on S2.1. Consolidated via hand screeding. <br />d Conforming to approved plans Inspector: Nygard, John 2nd Inspector: <br />3rd Inspector: <br />Samples Tested in Accordance with ASTM C 1231 C 31 C 172 C 39 <br />Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type <br />1602891 3/24/2016 7 4 X 8 12.63 1/1 48870 3870 C 1231 Cone <br />Distribution: d Client V Contractor Owner Date Mama <br />V Municipality Engineer Architect Tested By: Chris London <br />Distribute Other Reviewed: Mike Blackwell <br />All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section <br />10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client <br />and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly <br />forbidden. <br />
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