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� <br /> '� � _ L��'iutrreNow Iw�pecNsR S Ret�td Te�a <br /> n <br /> Carlson Construction Consultants, Inc. <br /> ►.O. WX 20702 � LAK[ CITY �TATION <br /> �`- BEATTLE. WAfHIN6TON M1tD <br /> �NON[ I100I J64•YSOO <br /> REPORT OF CONCRETE TEST SPEGIMENS <br /> Dote Mold�d: �/�� . 19 Job. No. �'1959 �<�T NO. <br /> LBsllart� Oon�tr�utioa (bspan7 <br /> Cli�nr: <br /> Ji� Doug1M Coodo�lniu� <br /> Project: <br /> j►F25 Oolb� st.. Eberett, Ns. <br /> Addres�: <br /> I'�H�7'lt�t° OoO��' �O' Sub-Contracfor: <br /> Conhacfor: <br /> Ros� Sand ud 4tavel Ca.r by: J. VanWatleffiaal <br /> Concrat� Suppli�r: <br /> - — ovsroe�t 65 SS <br /> Weo��: Temp. hiqh: Temp. low: — <br /> Topplag alab� fourth iloor eouth. <br /> Location of Concrets Placem�nt: <br /> �� <br /> Strenpth Requirement: �a� P51 @ � days $lump: <br /> Cement Type: <br /> T No. of sacks: 5 Enirained Air � <br /> Brond: Admix, Amount: Brond:_ <br /> Admix, Amount: b�g� <br /> 7�8" T e: natuTel Fine Agg. Size: <br /> Coarse apg. size: 1'P <br /> Araa Uni� Load Raport <br /> SO�eim�n Sp�clmen T�ft (i R�Olater Dele Dol� Tatal P51 No. <br /> - No. Typ� Daya Numb�r Rec'd. Ta���d Load <br /> 19 a 6ziz 7 I 162o i/5 ?/10 98,500 28.27 3480 69 <br /> 19 s 28 I 1621 7/5 7/31 28.27 <br /> lq � z8 I ?.622 7/5 7/31 28.2� . <br /> D <br /> E <br /> F <br /> Remarks: <br /> ec� �erett Hldg. Dopi:. <br /> en 6 v <br /> �.�- a�. ��.3�� <br /> form No.1 2•69 FRANK W. CARLSON <br />