Laserfiche WebLink
G�'��ST�N��4 PITTSDURGH TESTING LABORATORY � -� � � - � - <br /> P b . <br /> �0J ���9 r.s�nuuarcu �,r�.n� <br /> �� �o B26 N.W. 49th STREET., SE.4TTLE, WASHINGTON 96107 <br /> a <br /> � ns i .u+u�� nno•,rcnow .o u_�rrv.s. o�rs <br /> ��� o'�h nar�su�un.m .. cco�umw.u� n �cu.rvrs�� ,u,��oa�z..�on �r rNo $�Fll�. <br /> ��c�''v�` roa vueuc�n..�or z.r.owc�rs. ccHc�usiovs or�s�n�crs rHOM on necenoinc de . <br /> "��ASANO��� oon ncrars.s is n�.sinvr.o �cwr.ir�c oun wmn�.v �rvnovn�. <br /> Report No. Z$ <br /> CONCRETE TEST REPORT Client's No. <br /> DateMoulded. _. S'�-�.^^� __ . __- _ Reported �-�_'7"'� . . _ _ . --. ._ <br /> P�oie�f_ _ llon N,ns�cho Park:in8 Facilities __ - ---- --- -- - --- - <br /> Ar _ �verott, :Jar.hinQtoa - -- — <br /> Contracror _ _ liaugh_Const.--- - - _ - - - <br /> Reported to__ _I{ormun JaCOb�II _ _- - - <br /> Concrete Supplier_ASi30CSu�7d 5;,�.td_& �TaVql _. . ._. - _-- -_—_- <br /> QucniHy Represented_ _�Cu. Yds. $pecimens made by. . SQIIdUeI`E _ _ No. $ubmitted 3 <br /> Location of pour (per information from job-site) ._ _ OA0 top panel for ri0'.Gh WD11 eYA�P_D __OAB mid�,anel for <br /> north_vall Btair B ake bottom panel for weat w.311 sEair H and one C17 panel_ _ _ __ __ __— <br /> Sirengih requirement _. .,�J�� _ _ psi at 28 days fdix Design No.: __ ___ _ . _ _ . <br /> MATERIAL PROPORTIONS USED (Quantities per tubi�: yard of concrete) <br /> Cemem-_-- --- . Ibs. . 6:�z _.bogs Typc . IZI_&-and_ .. --.-- . _. - <br /> � Fine Aggregate (SSD) _ Ibs. Source_ . . .__ . _-- . _— . _. Type:_ . _ <br /> loorse Aggregate (SSD)_____ Ibs. Size_ Sourcc_._ . .. _---__—__---__—_ Type:_._.-- . . <br /> Coarse Aggregate (SSD)_—_—_— Ibs. Size___.�—Scurce _ ___ --- TYP'>� - - -- <br /> Water Tofal Gals. . . _ Gals.ibog; Ac!ual Slump _�____ ��. <br /> Admixture: Amount _ ��t OZ PoS B{C__ __ Kind _D�'Ox_ _ _ _ — - — <br /> Admixture: Amount_C O2._j1CP _6k _ Kind.___ya22 _ _ _, Entr. Air__ ___ _ _._ o <br /> Temperatures: Air_� °F Concrete__. �F Weother_ `-�'v�_ ____ ---._ . .. . . <br /> Mixing: Central Mix � Truck Mix [� �ob Mix � <br /> Above dala oblained From: PTL Inspection � Project Engineer � Contractor ❑ <br /> Concrete Supplier I� Other ❑ (Designate) - ---- - - <br /> Cyls. delivered to laboratory by: PTL '� Contrcclor [, Engineer ❑ Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> � <br /> �SPECIMEN /OE LRBORATORY OAtF— i — �1�TF I— TOTAL UNIT REPONT <br /> MAqRING ORYS NUMBER RFCFIVE� TESTEO �LUf.O-POONDS LOAO-P.5.1. NO. <br /> I I <br /> 15 a 7 8036 9-23 9,28 I, az9,000 4560 28 <br /> 15 B 3 � 803'1 9�3 9�4 100,5� 3550 �, 28 <br /> 3.5 C 7 �3g I °-Z3 9-28 132,500 4690 28 <br /> �-- — — JI--- <br /> Day tesla previously reported <br /> Ren�orkx: __ - — - - <br /> —Qnt_ 3�iormau JasobDon—_ —_ <br /> — --- - 1_SupS�s�B�iildiage--- ,------- - <br /> �_Dr�ugh 4oae�.-- - - -- -- - - - - -- - . <br /> -- -2_p'�'F,_-- ---- - - <br /> Respedf y submitted, <br /> '��� � PITTSBURGH T S ING LABORATORY <br /> � �Q - ` <br /> t�.-�nJJ �.1 \ _ <br /> \; Lxistnct ldonager <br /> ) <br />