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OJP�>`Cgi'N�:+a,' PITTSBUrcGH TESTING LABORATORY iJ9M .���.�.,E <br /> w j T� al. [n�uuwm un <br /> " � a B26 N.W, 19rh STREET., SEATTL.E, WASMINGTON 98107 <br /> 6 t <br /> •! .� YY1ll�L r�1f1TfC}�ON !O Ct�CNi! iN[ 1�1�lLIC �NO f1YPf[LV[1 ♦LL 9[I01�T• J <br /> ?'j �� �,�y •11[ 1li�MIT}(A �S TII[ CONi�OINiIAL VMO��RiY O! CLI{H�•. •NO �VTNONiS1lIOM O�pQ� No. SE9972 <br /> C�'f Y� •l"�•��y f011�Y�LIC�TIOH A� 1t\ifM[NI1. �.ONCLIIfIOMf O� f�t��Cl1 f11n'1 OII 1�[6�IIOINl1 <br /> f�\AND��.t �uR ntroe» u euuvm rrr�a�no ous ww�r�iw ���eov�� Report No. � <br /> CONCRETE TEST REPORT 1..6$ <br /> Clienr's No. p_r\04419-0900 <br /> Dme MoulJed 1_$-79 Reportad L-1S-79�'±2-(-7� _ <br /> pro�e« Boein� EvereL-t Facilitv Maior Assemblv Bld�s 40-_'z/33 <br /> q� Everett. [JA W.O. 8-Fb282-610U-886019 <br /> Contractor_1he :lustltt Comoanv <br /> Reporred ro See IIeloso — <br /> Concrero SupPlim ��ssociated Sand & Gravel <br /> Quantity Represented 4�.Cu. Yd�. Speeimens made by D� Stetter No. $ubmifted 3 <br /> Loco��o� of Poo. raatin< ��J��-2 0 <br /> Srrength requiramenf _3�4(� _psi ar 28 days <br /> MATERIAL PROPQRTIONS USED (Quantities par cubic yard o( concrete) MIX No.:.�1,15�t�_ <br /> Cemmt�_l� Ibs. 5 1�2 bogs Type Brand _ <br /> Fine Aggregaro (SSD}__1391_ Ibs. $ource____ _ Ty�; <br /> Coarse Agg�egote ($$D)���L_Ibs. Si:e 1 �1�7r�_Source Type: <br /> Coarse Aggregate ($SD). Ib:. Size _Source _ T e: <br /> warer Total ��—�4s _�x . Gal:.ibag Hot Water YP <br /> Admixture: Amount Kind ____ __ <br /> Admixture: Amount._ Kind <br /> Above �nformation oblained (rom: PTL batching inapecfion � Project Engineer � Conirocto� � <br /> Concrete $upplier � Ofher ❑ (Designafe)_ <br /> Enh. Alr e Actual Slump 3 In. Tickef No.: _�1953�,1C ;i088 <br /> Temperatures: Air 3� ._'F Concrete _52_._�F Wenther � <br /> —G w 2 s'�� <br /> Mixing: Central Mia � Truck Mix ❑ Job Miz � <br /> Above Site In(ormation obtained (rom: PTL inspection � Project Engineer � Coniroctor � <br /> Concrete Supplier ❑ Olher � (Designate)___ <br /> Cyls. delivered to laborarory by: PTL � Contractor � Enginem � Common Carrier � <br /> � --`_'_ --___ --=___---� -....-------. .:. - -- - .— .._. ..-- — ._ _—r—a� <br /> Cylmdur $i:e 6 z 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> SPECIMEN ♦GE L��ORRTORY O�TE O�TE TOT�L UNIT REPORT <br /> M�qNING O�Y9 NUMB�ER N�ECEIVED TESIEO LO�p-POUNOS LO�O • P.9.1. 1IA, <br /> 120A 7� A54 I 1-A 1-12 - b9500 �46(nti 116A <br /> 120D 28 855 1-8 2-2 140,000 4950 126B <br /> 120C 28 85G 1-8 2-2 134,000 4740 126D I <br /> � <br /> L— — �-------- _ �- -- � I�w I <br /> ' • �� Day t�sfs prwioualy raported �! ��+ 1' 1 <br /> Ramark�: rr: i itpei_n,� F�r ,C ('nnSt � `�'r � I.:�rrY.�lananffi � <br /> _ 1 Tlla .1�tctin ('pm�y�3�� lYt t poYo <br /> I R1 t,._II�Ey,.r � �; tY 6f 6.veKatt <br /> 1 '�c c n G..--S.1AC�t�ri.l':1-it61 --—__ <br /> ' � abLle-1'-Tb ---- ---- � <br /> pt. <br /> Respect(ully submitted, <br /> PITTS�GH TE�jIN0.�RATORY <br /> V( U( <br /> ,�k JeHtLT� Districtl�ianager <br />