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��ES""�� PITTSBURGH TESTW G LABORATORY � -� �� ° -� <br /> Jp��y '�;�*B� <br /> m �..9 [f.IAOLISM[o �aOl <br /> �: :0 826 N.W. 49�h STREET., SEATTLE, WASHINGTON 98107 <br /> 9 <br /> � 5 .� MVTUI.L i'POTCCiION TO C1.i[N�S. lN[ P1111LIC I.HO OYFS[LVCS. ��i A��'0f119 1 y��FG/�/� <br /> f^1`�� e�r�h AP[ SVOMITT[v n5 tME Corvfl�[Nt1AL PFOf[niv of Ctl[vT4. nrvo I.uTMOF'S�TION OfaCt �.YO. v,� <br /> Ch yc 4(��\�J �OP PVPLICOVP PEPOPTB I9MN 9CNVCONP[HOING OVP NI�ITTCH�I.PVPOV L.PEGnFOING <br /> FFqsRNo�"� Report No. u! <br /> CONCRETE TEST REPORT Client's No. <br /> �.-'_a.C�S u� 9h�!'�6 <br /> Date Moulde�_ - __— �- — Reported — <br /> _,�_. ::�; :::t ::-.-.ti., P;z �._��,�t; C_rc_,,- — <br /> ?rojed—-- -- --- ---- <br /> Qi ._--_ _' — �.7EPl3tiLZ 1•i1;�hir.6i.OTa ___ _'_ __ <br /> Coniractor __ B3tiPh COSt�tI'VCtio:l GO. <br /> '--_-- ---- <br /> Reporredro____ _IJor. ,n �ococ^on <br /> Concrete5upplier_ l.�-soC:.e.cer�._ :4IId "� G:aBel <br /> li�j G. Sandber [Jo. Submitted �_ <br /> Quontity Represented_-- Cu. Yds. Specimens made by�—�— -- <br /> Location af pour (per information from job•site)_ j'���1 cn �'C�� L7,Ilo fz'O01 li2la 1 $O S t0 Eop o C.:.,i e <br /> l,all __ — -- — <br /> Strengih requirement_ �`�'�� —� _ psi at 28 days Mix Design No.: <br /> MATERIAL P�OPORTIONS USED (Quantities per tubie yatd of contrete) <br /> Cement Ibs. __bags Typc_` _—Brand__ <br /> Fine Aggregate (SSD) Ibs. Source_�,--__ — Type: <br /> Coarse Aggregate (SSG)- Ibs. Size_%�' —Source___ _ -----�— TYPe'--- <br /> Coarsc Aggregate ($$D)__-- Ibs. Size——_-__Source liype: — <br /> Water Total —___-- <br /> Gals ___ Gals%bag; Adual $lump_ __—_In. <br /> Yz oz. ncr r�l:. Kind na'"en <br /> Ad�rixture: Amount_ -- — o• <br /> '� 1L. er �ic. Kind_ Pc.sqlitL_ _ _ _ Enrr. Air o <br /> Adrnixture: Amount � _�_ �,r.` � �,�_,.:_- - <br /> Temperatures: Air 67 _"P Concrete_ __°F Weather_" _' -e`-- ------ �--- ------- <br /> N�ixing: Central Miz � Truck Mix �] Job Mix � <br /> Above data obtained from: PTL Inspection � Project Engineer ❑ Contractor ❑ <br /> Concrete Supplicr ❑ Other ❑ (Designatcl ---- ---- <br /> Cyls. delivered to laboratory by: PTL � Contractor ❑ Engineer ❑ Common Carrier �-- <br /> Cylinder $ize 6 x 12 Inches <br /> COMPRESSIVE STRENGTH Areo 28.27 Sq. Ins. <br /> � OATE TOTAL UNIT REPORT <br /> SPECIMEN RGE LABOPATORY D/TE NO. <br /> MPRKING OAYS NUMBER RECEIVEO TESTFD I=0I.0-P�UNOS LOA�-P.5.1. <br /> . _— __—.-- I <br /> I 6 n ? 5764 8-18-66 8-22-66 �'f::::a 3��'� 9 � � <br /> 6 i 28 5765 8••18-66 9�12-G6 152,00o I 539� I 14 <br /> 28 66 B-iS-G6 9-�i2-66 11,6,000 51� I �►+ <br /> 6 C 57 <br /> I <br /> I _I.--J <br /> #Z___ Day tesls previously repoAed <br /> Remarks: __ ����Norr,�n. JGCObGOA JT. --- <br /> I "Upt of H1dp�s. - EYere'ct -- <br /> — z-Ba� Con�truction ---— <br /> - - -- —�.�rm�, -- — ---- - - - - - — <br /> — -- <br /> �c,� — — -- — --- <br /> - - - _ _ _ <br /> �� Respectfully mitted, <br /> T58URGH TESTI G LABORATORY <br /> ` � _ — <br /> Dis n t Managcr <br />