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/���':�,m, PITTSBURGH TESTING LABORATORY �04� ���_ � s� <br /> /h�" ` i u��e�n�m �w <br /> U � 826 N.W. 49t1� STREET., SEATTLE, WASMINGTON 98107 <br /> s ' C n . <br /> �� ' r � .� � �..- �:r�n.� ro curM�s r.r r.vei.�r. .No o,,•u�.rf _, �vnan <br /> ;�: i �"� xc e�.e� - �:oH.�o�Mr�+� rnnvrnir � �v.s .w -auz�nrw Order No. SE 9972 <br /> �tif���a �r�na�..e. -. _a .��on�n..rnro _,�. �,v�'� „ww���� �� .. � o_...noinn <br /> .nis �.�si.� �o ��vmn.�o�� •�v , <br /> q5AM0� Report No. 71E <br /> CONCRETE TEST REPORT <br /> Cl���r': NeD-A04419-0900 <br /> Dotc Moulded____ 10-30rZ8- _ ___—___. _._ Reported _ 11-7-79 _*___ 11-28-78. _ . . ____ _.___ <br /> a,o,«f BQein�EYerett_Facility_Buildin�40.-3.2L.33_— ___ _ <br /> ar -- —Everet�-----_-----_W_._4_._�=�b�y ��si144�$fz012 _ <br /> Co�vocro� — The_s�ustin_Company—.__________.._ _ _ <br /> R�Po.r�d ro __Se�9elnw-- _— __ <br /> Co�«ero S�PPI��r __Associate�Sans�&_GraveL__ ___ — _ _ <br /> Ouantity Represented __�_ Cu. Yds. Specimens mode by —_�j.P11t�_ — No. Submitted__3_— <br /> !ocation oF pour Slah hp�yr�p�E-�,.5__and E-14._0__ ___ --__—__ __ _—_ <br /> Srrength requirement —_____40Q0--_—Psi a! 28 days <br /> MATERIAL PROPORTIONS USED (Quan�ilies per cu6ic yard oi concrete) MIX No.:�l acs E <br /> Cement _Ibs. 6ags Type __ Brand__ <br /> Fine Aggregate �SSD) ___ Ibs. Source__.___ . ____ _.__.-- Type: <br /> Caarse Aggregate (SSD) . I s. $9 rc Type: <br /> Coarse A re ate I$$D)_ �� ���N S��J ,y ��B T e <br /> Nater Tota9 9 Z�E���-p���'"�� ''wST i[L���a.Q�og�'�_-- yP . <br /> Admixture: Amounl �--.----- """1RRS -.- _- _. .---------- ---. — <br /> .idmixture: Amounf _ Kind __ <br /> ALove informotion obtaioed from: PTL 6otching inspection ❑ Project Engineer � Contractor ❑ <br /> Concretc $upplier ❑ Other ❑ (Designate) ____.__._ <br /> i_ntr. Air o Actual Slump � In. Ticket No.: �Q�6�3 TLC. �k�9 <br /> Temperatures: Ai� 4a �F Concrete _ _�F Weather __�],E�___—___ — <br /> '.tixing: Central Mi: [] -i ruck Mix ❑ Job Mix i� <br /> above Site In(ormation obtoined from: PTL Inspection ❑ Project Engineer ❑ Contracto� ❑ <br /> Concrete $upplier ❑ Other ❑ (Designatel___ <br /> Cyls, delivered ro laboratory by: PTL ,^ Conrractor �] Engineer _ Common Cmrier ❑ <br /> -- -_- ----..-_-. .-:,, . . _ _ .. _.—,_.-_,-T— <br /> - — <br /> Cylinder Slze 6 x 12 Inches COMPRF.SSIVE STRENGTH A�ea 28.27 Sq. Ins. <br /> ____� c"MFY �GE L�BON�TORY I ��ATF I rf5TE0 �J�G•ep�Y05 LO�UY1�.5.1 I v0 AT I <br /> .�periy;_�01Y5 NUMpEN RFCFI_�F.D__._______._ __"_I • <br /> I <br /> �5 A � 7 *i 9163 I 10• 31 � 11-G 129 , �00 4540* � 71 �� <br /> i , � <br /> 65 S I 28 � 9164 , L1-27 ' 166 , 500 5890 I 71 B <br /> b5 C , 28 �I 9165 11-27 170 ,0001 6010 71 � <br /> � � <br /> --- - --- --- - _ _ _ -- _1----= <br /> � ' �* Day lests praviously reported n � � � � �7 r} nl <br /> Remarks:. CC: 3 13.OElI1Q_�.Il;y'��_C.QllSI..It�G.LIIl__I.��"_�J/ Glempnts ;� fl5 �s — I1J <br /> I Tha t\iratin <br /> _ �Evarat.t Rlrio_,�I�art � � )Qr_p <br /> 2��eat_t_Le PTT. <br /> _ _1�lssaciated._Sand_ 5�_Gr�y��____ �?LTT <br /> Ins�pect�on Uept. <br /> Res� ect(ully su mitte , <br /> PITTSBURGH TESTING LABORATORY <br /> 11 j�.���—�- D� I.lonager <br />