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^ � <br /> �,� �y�rret�.. cMv«e+� s Rslu.a r.w, <br /> :!y <br /> ~ Carlson Construction Consultants, Inc. <br /> RO. SOX 16762 — 1.+\KE crrr sr�na+ <br /> OlATTLE. M�AfMINOTON OHPD <br /> 1�l'PAR IhroMc f206) �l�MOl00 <br /> REPORT O��E TEST SPECIMENS <br />' �,�� , 19 Job. No. �_19� PlRMIT NO. <br /> Date Abldad: <br />� j,�iLY'E� OOOtETUOtSOA ODtjf6� <br />{ Client: <br />� J!� DOvglsa COOd011Altu <br /> Project: <br /> j429 Ooltpr $t., SWerett Ys. <br /> Addres�: <br /> LaBsilest° CO�t• �' Sub•Contracror. <br />� Confractor: <br /> �ob aix Ca�t by: L, NeLon <br /> Concrete Supplier: <br /> C1oLt� 65 Temp. low: 50 <br /> Wao��: Temp. high: <br /> Seoond lift of secoad iloor• noTth half of building. <br /> Location of Concrete Placement: <br /> 1800 28 workabls <br /> Sirenpth Requirement: <br /> P51 @ doy■ Slump: <br /> 'l�pe 3 MOTEBT Entrained Air ''� <br /> Cement Type: No. of cocks: <br /> Admix, Amount: <br /> Brond: Admix, Amount: Brand: <br /> T e; Fine Agg. Size: <br /> i <br /> Coarse agg. sixe: yP <br /> � Unil Load Repo.1 <br /> R� bbr Dab Dan Taml Ame <br /> �� Sp�eim�n $p�cim�n Tut(1 7 TuHd Load P51 Nm . <br /> �! No. Typ� OeY� N�mb�r R�c'd. <br /> M 13 A 2x4 ? I 1012 6/16 6/22 4,0$0 3.14 �90 5� <br /> M 13 g z8 I l019 6J16 ?/13 3•14 <br /> � <br /> H 13 � 28 7` 10116 6/16 7/13 3•14 <br /> D <br /> E <br /> F <br /> Remarks: <br /> cut Everett Hldg. llept. <br /> sn 6 ` �q,�Q�� <br /> � .�� <br /> FRANK W. CARLSON <br /> Form No. 1 2•69 <br />