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1130 W MARINE VIEW DR BASE FILE 2018-01-01 MF Import
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1130 W MARINE VIEW DR BASE FILE 2018-01-01 MF Import
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Last modified
11/22/2019 1:45:25 PM
Creation date
2/27/2017 6:18:34 AM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
1130
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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� <br />INDUSTIfIr1L TESTING, <br />3410 Everett A�'enuc • Everett, \\�ashington 9S?Ol <br />CONCRETE TEST REPORT <br />/! ;;:1 <br />�'�' �/'i . : . <br />INC. <br />• 2(Ki • ?a9-0317 <br />REPORT NO. 2 <br />Report To Chet Solie Contractor <br />Projed Centrecon Ruilding F.-R0�_ <br />Confractor �hWr C�7{� r,,,,tu�ctor <br />Date of Pour_$f_2Rf]� Location of Pour_��bj,pcks � <br />*MATERIALS AND MIX DATA USED PER CUBIC Y,aF2D <br />Concrete Supplier Asan .ia ed Rand h f.r»vai Cnmi any _ <br />Cu. Yds. Poured Design Strength _ P.S.I. tt 28 days <br />Cement S17 Ibs. 52 Sack Type Brand —_ <br />Fine Aggregate __— �bz. <br />Coarse Aggregale 16s. Sieva Size—_ <br />Coarse Aggregate tbs. Sieve Size_ — <br />Wafer gals. gals./per sack Field Slump—_ inches <br />Additives Amount_ _ �iLAir °o <br />Temperatures: Air 56� F. Concrete--_657� _ F. �Yeather OvPrcast <br />Cylinders or cobes cast by:—�La�,a, F._ WP11 a <br />TEST DATA <br />--,- <br />CYIINDER DATE DATE DAYS i UNIT LAB. <br />NO. WEIGHT �AST TFSTED CURED LOAD—P.5.1. NO. <br />0 2 <br />" 0 2 2 <br />9 " 09 26 73 28 <br />TESTED IN ACCORDANCE WITH APPLICABLE ASTM METHODS (OR AS NOTED) <br />REMARKS: * No additional information on Mix Data <br />DISTRIBUTION; <br />3 Chet Solie, Contractor <br />1 File <br />/sjl <br />
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