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°"'"�` PITTSt��1RGH TESTING LA�uRATORY <br /> J'4 ' '��o ranM 000x.nae <br /> tioi� ('i nr.e�uwm un <br /> ` � ("a 816 H.W. 49�h STREET., SEATTLE, WpSMINGTON 98107 <br /> � c Y <br /> 'n%i, �y •� � uuru�� Pvorro�oa io <urr�i� rwr n.ouc .r�o ouds��vice •�� nr�onis c�r (1 l <br /> f � ♦nc euewrtim �s na cnnrinrnru� rworrnrr or curNn. •Nn �urrmnix�tioh Qrdef No. Jl'+ J�J72 <br /> C/,'�L �������\y f011 PL�LiC�iiON f�! Si�il.u[Nt! CONCLI/li0�16 OX [�TN�Cf6 IHOY 09 RfC�IIOiNG <br /> fFqSANO��� ovn nrvonn ia eeernvm r[r.oiHc ov�wnirrtr� �rvnov�� <br /> CONCRETE TEST REPORT Reporr No. 129 A <br /> Clienr's No-D-A04419-0900 <br /> Dare Moulded __ 1-10 7�). _ __ ____._ Reporred _ 1 19-7_) <br /> -- --- — <br /> P�oiec�_ _ I3oeinb_E�•�reLL_F i�ility (iuil�lLn�s 40 3�/33 <br /> --- ------ - -------- <br /> A;- __-_ --_EvereCL�_ S�,\ ------ - - _- . — lv0 8-EG282-b100-856019 <br /> 'I'he �\ustin Com -- --- <br /> Coniracror---- ._- - - �]t <br /> --- -p--y--- <br /> - ..--- -- <br /> Reportedto_____ See. Uelc)w --- <br /> Co��,�i� $upplier��s_soci;�Cecl__S,�nd &. Gr<�_v_el_ - ---"- — <br /> Ouanliry Represented `tG _ Cu. Yds. $ ecimens made by_Clletlt _ No. SubmiHed 3 _ <br /> �ocation ol pour H�OOC.1Ilo ��,�-.3. ��� - <br /> ___'_'._- _ ___._'_. ' ___"_ <br /> ___ <br /> . ___' _.__- _-"'__ <br /> __' ..__"_- ___"___'_ <br /> $frengfh requiremenf __ .?nQn_.____ _____ Psi af Z8 dcys —__��--_� — --- <br /> -__ . ___.___-:_:---_-___- _-__: -__ -___—_ <br /> MATERIl�.L PROPORTIONS USED (Ouantities per cubic yard oF concrete) MIX No.: Clags A <br /> Cement_ _�17___ _Ibs._��;�_______ba s T e_ <br /> 9 YP -- -- - .--_-' Brand__ ' __ ___ <br /> Fine Aggregote (SSD) ___13y1._ _ Ibs. Source ___ _ _ TY�; <br /> Coarse Aggregate (SSD)_l�]1__Ibs. Size_1.;��.____- $ource__________ _Type: <br /> Comse Aggregate ($SD)_ _. _ _ Ibs. $ize__.___.___ _Source_____________.____jY�: <br /> wo rer 7oec I----_'Z 5_.1�s.----(Yc$s`{- --------_------ Ga I s.;bag <br /> Admixture; Amounl ____.____ _ , _ ____ _ ___ Kind ______ <br /> - --- --- ------------- <br /> Admixlure: Amaunt__ _.__ _ ____ Kind ____ _ ___ <br /> Above inlormation obtained from: �PTL Satching inspection � P•aject Engineer � Contractor � <br /> Concrete Supplier � Other ❑ (Designate)___________ <br /> ----- - -- �------- -_ --------- <br /> - - ---- �-- -- - - - --- -- ------- --- -- <br /> __ ---- --------------- <br /> Enfr. Air____ e Actual Slump__,Z ____ In. Tickef No.: <br /> Temperotures: Air ________"'F Concrete ___.. __'F Weather_ OI��YG��s�_.tdj,�}L 1}G;'.V_V 5��77,_].� <br /> Mixing: Central Mix � ?ruck Mi. ❑ Job Mix � <br /> Above $ife Inlormation oblained (rom. PTL Inspection .Q Project Engineer [� Confracfo� (] <br /> Concrote $upplier � Other [] (Designare)__ _ <br /> Cylt, delive�ed tc loboratory by: PTL � Contracror � Engineer � Common Corrier � <br /> a' .- .----� .. _ . <br /> _.. - - -- . ._-�-�-�.�.-_,,--_ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Areo 28.27 Sq. Ins. <br /> i�-- -- - - - -- - <br /> 5>ECIMEN ♦GE �ABOR�TORY Ca�F p4TE � TOT�L UNIT pEPOqT <br /> __N�qNINO O�YS NUMBEF � FECEIVED ♦ESTE� IOAD•POUNO! LO�O • P.5.1. NO. <br /> —_—_ "__.—__ . ._... —. ___ ___ <br /> �; l��i r1 � 7 1��7 1-11 � 1-�.7 --- --�7 �nnn ��2n LZQ t� <br /> � 124 B 28 107 ?_7 <br /> 124 C �8 108 2-7 <br /> I <br /> L----------------- - - - -- - - . I - ---I--- <br /> Day tasfs praviously reported <br /> Remarks:-� �.�i'_t. Ct.lE�.�.yj:1:�.�i..Sc_C.�l`i,ST��.�U�.�Y.I:Il.�.::YLj_f1ec:1flf1^ r� � t <br /> 1 'f����llSLin Cn ;� � . u � � <br /> , <br /> � ��ti 1�-j,�L'➢L-•-�--S.1L}'-OF_f:��C_'YEY..1�.. ___ �.�_^��__ . <br /> --__--_1_'�SSaC1::L�?Cl._.`. .Di_(,____ __._____ . , <br /> R�Sp«�r��br��ed,�;�cRET? <br /> PITTSBU GH TE I LA�Q�A�1�Yt <br /> S � <br /> K K Se..t�1 z / -�p' �ric�Nanager , <br />