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��``�' '�'+ PITTSBI�RGH TESTING LABOF2ATORY <br /> J'��• .�BQ �ORM 0003•B.fC <br /> 9 <br /> �i i niuu�wio nn <br /> � � '� 826 N.W. �9�h STREET., SEATTLE, WASHINGTON 98107 <br /> 's � <br /> �� �)y� •\ 1 YIIiV�L �110f[C1iON TO CL�INi• TN[ PVlI � �NO (11i1�![lVt•. •Ll �1[�011�• <br /> 'J� • \' •11[ eV�M�Ti[O �� iN[ CONf�O[NI��L �IIO�(1��\ Of CIILN}•. •HO �VTMOI�1(�TIOM O�de� No. SE 9972 <br /> 6 Y l \y 101�PU�LIC��ION Of �f�t[Y[HI� COHGIVliON/ J1� [�TI��CT� IROY OI� 11[O�I�OIMO <br /> �ffqSANO���� ooe nnaen u�nexvm r�nn�na oun wnnrzw ���sav � <br /> � Report No. 132 A <br /> CONCRETE TEST REPORT D-A04419-0900 <br /> Client's No. <br /> DateMoulded—_L-12-79 ___ ._ Reported-_1-?3-�9_ <br /> Projen Ilp�i17�.};yrYetrl';:�ility�u�l�ns 40-32 33 _ <br /> A� _l;vrr�tt,—l�J__ _ �J.O. 8-E6 -82-�1pQ��b019 <br /> Contractor Tha �Sr.1LL_�O�c1II� _ __ <br /> Repor�ed to__$e�flfllaW_—. <br /> Concrete Supplier_�.;Snc'L;:tecL$aIl�dc Grave] <br /> Ouantity Represented__(�_Cu. Yds. $pecimens mads by D. St2tt2Y No. Submitf—e� <br /> Location of our " '� <br /> a �n0 i no .�_.j_.Q— <br /> Strengrh requirement ___�QQ�_ _—psi ot 28 days <br /> MATERIAI PROPORTIONS USED (Quantifiva per cuble yord oF concret�) MIX Ne.: r.t.�cc� <br /> Cemmt_�l]_Ib�.._].� bags Type Brand _ <br /> Fine Aggregote (SSD).__134L_ Ibs. Source_ ____-_ Type: <br /> Comse Aggregate (�SD)_�9,5.�—Ibs. $ize__ ��1..�__ $ource Type: <br /> Coarse Aggregate ($SD)— 16s. $ize - _._Source—_ Type: <br /> Woter Totol ?]��1]S Y'.1:b(....__ __ Gals✓'bag <br /> Admivwre: Amounf .______._________ Kind _____ __ <br /> Admixture: Amounf___ Kind _ __ <br /> Above �nformation obtained from: PTL botching inspection � Projecf Engineer m Contractor I-`] <br /> Concrete $upplier � Other ❑ (Designate)___ <br /> Entr. Air _ e Actuoi Slump 3 In. Tickef No.: _�.�Qy��Tk ;;�$6 <br /> Temperotures: Air 43 �F Concrele _:1Q-_"F Weather _.KC}j.n__ <br /> Mixing: Cenr.ol Mix � ?ruck Mix [] Job Mi■ ❑ <br /> Above Site Information obmined From: PTL lnspection �f Project Engineer � Contracror ❑ <br /> Conc�ete Supplier � Other � (Designate)____ <br /> Cyls. delivered �o laboratory by: PTL [� Connac�or [] Enginee� � Common Cavier ❑ <br /> _ -,,,-=-=—--_- - -. ._ .. . _ - -- --� - ��- --��-�•__ <br /> Cylinder Si:e 6 x 12 Inches COMPRESS�VE STRENGTH Arca 28.77 Sq. Ins. <br /> I SPfCIMEN ♦OE L�lOP1TORY �--O�iE _�- --p=TE - TOT;L UNR REPOMT <br /> I` 1�6No� o•r� 195Ep pl<E1Jo 1�19 Lo,66o000 `a2330.'. 132 A� <br /> I� 1ZG B 28 I 196 2-9 � � "" � � <br /> � � � �' <br /> ' 12t5 C 28 197 �_9 , .,. . ' <br /> _ JAN 2 d �.,, <br /> I <br /> � � I -- CI Y C` . '� ;:.�; fi <br /> ' —------ <br /> -------_ __ ____ - -- ���:i{.;n [1��t• <br /> Day fests prwiomly reported <br /> Remaiks: cc: 3 lloP '�n� Fn�yinr�rin�_��ng(;,��,yy_�„�r� G1emc�ntc_ _ <br /> 7 S r n h t 1 n P'r]. <br /> 1 Thn ,1nc: in l'� �.�rr.,• T peteison _ <br /> -- 7 }lUl1tj1117�E.Dt-r--1:LL'T-LL�� .—.— _ <br /> 1 �lccnri -.hn�j ,nri � (�r. Vf�� <br /> Respectfully eubmitted, <br /> PITTSBU GH TESZING L BORATO' Y <br /> '�-�y R) � <br /> K K y��a � !- -� District anager <br />