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�� � �• NI fTSBU� ..�H �"ESTING LABORHTORY FORM .00,.s.,s <br /> Jp�\•^,BO <br /> �i \� •���eu�w�o u�� <br /> � �� �� Bt6 N.W. <9�h STREET., SEATTIE, WAShINGTON 98107 <br /> a <br /> 6 f <br /> • :� .� . ��,�,.� ,.,.,,n�.��.4 .� ,:�.� .�„ .,�. �„���� ..,�, „�,,..��.s ..� ,.��o..s Order No. $E 997� <br /> !��e, .ee s�ev�rrro .a *�� eon.��.�ni..i. r+orrwrr ar e�nnre �vo .�mm�u�naH <br /> {i1 �e �b rm r..vuc.rmti rr e��irurnrs ,nv�iueiows on r��e�c�e n�ou on am�noine Report No. 1.3b �, <br /> FFqS O�,�l oua hrroe�e is n�:.��.iu �.�r�ainc now ww�niw �v�no.�� <br /> CONCRETE TEST REPORT <br /> Clicnr's No. D-t\04419-0900 <br /> Date Moulded-_1-1�-�`.�.----_--_--- ---- Reporred _-_L-?.5_79 ---- <br /> P�oi�or _ . _ __��oei�Gvere�t_i_..ciii�y lluiluines 4Q_3?J� _ <br /> Ar— -- - -_ ��'erett. I�nsiiinoC�n -____— i�0 9—EG23'-b100-89ti019 <br /> Comractor--- 1'he :;usliLLC9mp;'_t1Y------ - <br /> Reported ro-_—�5:�_,�e�.01�--.------_-. <br /> ConcrNe Supplier—��J9t1(t_C5:�1._J:iIlV�t.. V.C:�V!'_1 <br /> Quantity Rnpresented _SL�_ Cu. Yds. $pecimens made by___U_._�.CEJ�:tL'Y No. Submilfad�—_ <br /> Loca�ion of oour_�'4G2�1.17t�_�.�-.� — -------- -- . — <br /> $frength requiremeM __1���.�—__— .—_--Psi at Z$ doys ��--- <br /> MATERIAL PROPORTIONS USED (Quamities per cubic yord oF concrete) MIX No.: C1ass A <br /> Cement__� �.1___Ibs.�_i._—bags Type____- Brand __ <br /> Fine Aggregate ($$D)-�_� Ibs. $ource_--__--.--_ .-___-- TYpe: <br /> Coarse Aggrecate (SSD)_._�il_Ibs, Si:c __L:��___Source ___ Type: <br /> Coorse Aggregate (SSD) Ibs. Size _--.—Source _— Type: <br /> WoterToral________�7�_ 1}�5�ta1__— _ Gals✓bag <br /> Admixture� Amounf ----------_-- Kind -__- -_—.------.------ <br /> Admixtu•e: Amounf__— —_— Kind ___.___ .__ <br /> Aoove information obtained Irom: PT� 6�tching inspection ❑ Project Engineer � CoMractor [� <br /> Conc��t.• $upplier ❑ G�har ❑ (Designate) <br /> Entr. Air _ o Actual $lump _�� _ In. Ticket No.: 211?9J 11i_i'� Z� <br /> Temperutures: Air 4�__�F Con_retc __.2�--�F Woather __ _._JVetC�$t ____ __ _ <br /> Mixing: Centrol Mix � Truck Mix �=] Job Mix � <br /> Above Site lnformation obtoined from: PTL Inspection f,�� Project Engineer [] Contrac�or � <br /> Concrete $upplier ❑ Other ❑(Designote�__. _. - -_ <br /> Cyls. celivered to lobaratory hy: PTL � Contractor ❑ Engineer ❑ Common Corrier [� <br /> ----�_—___. _ :. --= . .. . _.-------.-. --- �.P.�, _.--�-�..@--. <br /> Cylinde� Si:e 6 z 12 Inches COMPRESSIVE STRENGTH A�ea 28.27 Sq. Ins. <br /> I a�ECIMEN �OE LABOR�TJRY C�TE � D�TE lOTSL UNIT MEPORT <br /> 1A�n��c o,� — 243Ep - pE1 17 - ---�15T23 —�Ob7 �OOn `02370'. . 136 A <br /> ' L�'� B ZS 249_ C� �� ?-13 � <br /> �� 130 C 23 'Z50 � � ���) 2-13 � <br /> , , . . a � <br /> � ... 1 i,'� �- � _ � <br /> _� I <br /> '� . 1 ,_- � - � <br /> ., � <br /> � �_ i � II . . "' <br /> '—_. __.___—_____1! _'t'�__���_ _.'__"_" ._ _. <br /> � <br /> � � � D' tesM prwioualy reported <br /> Remorks: cc: =3 3o�Je;_�lli;i.tt��t'in�91i�C_.�11�.�str�� Clei�ents _ <br /> _ ' 5e' s;S,l „ p•�']. —�-- -- <br /> __ 1 The +uscin � i �tei�• J . ��-�ersan _ __ <br /> 1 i:vere��eli�l.�iienC,-- --- — <br /> --�—��c.i�tG����_..:icz,<_�;s_;���el ----_- - — --- <br /> Respectfully submitred, <br /> PITTSBU GH TES ING�,I BORATORY <br /> S2c.f�Q, /� Dlstrict ah�r <br /> kk <br />