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�J,'� ��O roer�ow.�-t[ <br /> �:;� ,�L .....��...o �.,� <br /> � 'a 826 N.M. 19�6 STREET., SEATTLE, MASM1�' 7N 98107 <br /> , � I <br /> •� . .erv�� ��or�cnow io u�tMr• rwi �veuc .�o ou1 ,u. •u e«osi� <br /> ^�� �rl� •1�[ \u�Mi1T[D N THf CONe�OfNii�L �P01'[11TY O� CLI[MT� �MD 1UTMOMII�TIpH �.Order No. SE 9972 <br /> C�.�r G ��M�r,�y IOII rU�LIC�l10M O� �l�T[Y�NT� CONCLU�ION{ OV [tT1�Ct� !'•UM nl� I�[O�I�OIM4 <br /> fqS�MD��� uvn etroets n euuvm �cMoir�c ous w�nt[M o�nov�� <br /> Repurt No. 35 A <br /> CONCRETE TEST REPORT <br /> Dote Mo�lded 9-21-�8 ____ Repor�ed�9�5-Z$ CI����4 No{�_p04419-900 <br /> Project BQeing £vererr FTansina�iiildinc�LD��tB=�b28-7-b-1�A-�8b9�° <br /> A� Ey�i��_ �t 40�2/33 <br /> Co,rrocroi_A J�^�IlS.aIOF�Y <br /> F'.eporred ro_..5��.�E�pw <br /> Cancr.rfe $upplier_�£SDSjBte�$BR(L�GTgyp1_ <br /> Ounntity Represemed_6�_ Cu. Yds. 5 ecimens nade by—G7 � Nnt __ No. Submined�__ <br /> Location af pourSlab E-14 E-1� <br /> $trengfh requirement�+QQ.Q _psi of 18 days <br /> MATERIAL PROPORTIONS USED (Quonf,;;e� per cubic yard o( concrete) MIX No.: <br /> Cement _Ibe. � _bags Type_ _ Brond_._ <br /> Fine Agg�egate (SSD) Ibs. Source _____ TY�; — <br /> Coarse Apdregate ;SSD) Ibs. Si.e___ Source _ . ?ype: <br /> Coarse Aggregate (SSD) � z�,����sa�t��e�_�_ ._ TYpe: <br /> wm�� 70�01 _ �NL ' N a '�.'I'EiL9 tI� <br /> Admixture: Amount _ [J]J(9 Qjl'�'(� <br /> Admixture; Amount_--� �ED-F�----- <br /> Above infurmation'obtain�:d (rom: PTL balching inspeclion `'L] Frojec� Engineer � Contracfa � <br /> Concrete $upplier � Ofher ❑ (Designate) <br /> Entr. Air—��`"o -- =Aclual J!ump _ In. Tickef No.. �Q2]S4_ <br /> Temperafures•. Air?3 °F Concrete _ °F w�oih�r_Overcast.__. <br /> Mixing: Cemral Mix �f Truck Mix ❑ J,�b Mi■ ❑ Truck 4f074 <br /> Above $ite Information ob�ained (rom: PTL Inspection � Project Engineer � [���o��a C <br /> Concrete $upplier � Ofher �(Designate) <br /> Cyls. delivered to laborotory by: PTL ❑ Contractor �] Engineer � Common Corrier ` <br /> - -- ="'� - --- —_- -� ---=---- . ..._------ <br /> Cylinder $ize 6 x 12 In�hes COMPRESSIVE STRENGTN Area Z8.27 Sq. Ins. <br /> 5�'ECIMEH •6E LRBORITORY O�TE D/.TE TOT�L UNIT I qEPOPT ' <br /> M�RRINf•_ O�YS _ NUMBER_ _ _ RECErvEO TESTEO _ L^.'..^�en��NDS LO�O _P_5.�' �_ N0. <br /> 35 A 7 8200 9-22 9-28 97,000 3430 I 35 A <br /> I 35 B 28 8201 10-19 <br /> 35 C 28 8202 I 1Q-19 <br /> I � <br /> I <br /> � <br /> �------ --- I <br /> Day tests previously reported � <br /> Remarka:C�C:_�_Doeing..Enginnering_&_Co.�ALtn:larry-Glements <br /> -- ? ._Seattle P7'1. <br /> —.--lsh e_Aus t,itt-Co_ /A ttn:,J,_�e Gex sor�------- <br /> --1--IIuild�n_s D�pt.�it�_o�EveseYr_-------- <br /> p� �E.' '2i �i � f��� �r �n Respect(ully submitted, <br /> � , ' ' ' � � ,I� PITTSBU�GH TES�ING �ORATORY <br /> db ' .;�-f' 1 0 1978 U ���' ._�� `{=�_ <br /> l�ITY Seattle D�ztnctManoger <br /> oF E��Er<< , , <br /> !r�,.r�C'Ci10!1 JPf�1. <br />