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�P�"�' `� PITTSb�JRGH TESTING LABURATORY <br /> .� s. O�� ron+n oaaLn.fE <br /> ��/j T,�L anuuwm u�� <br /> f..� rIa 826 N.W. <9�h STREET., SEATTLE, WASHINGTON 98107 <br /> < <br /> i\" ` .,y .e � wan��� ruorrcrmN �n cura•s. no o„n��c .nn ��avsiu[a <br /> •yC SLbuifiLp �9 ll�f. �nl.l'(i1Mf�• •Ll 4lP(�N1f <br /> y�s �it?"'� •�+o��n��,:.• � .r �..i�..�..re i ` �• o ��Nre •no ��nm+iz�noH ��der No. SE 9972 <br /> \flp����� ow� uironis �x u� ,i � �r��,ryN° nM�w n.ees rxoa on u�.e�aoma <br /> SINO� . �'�o~" . a,H rtrH n.rnov�� <br /> CONCRETE TEST REPORT Report No. 94 n <br /> Datc Moulded__ . 12-1-78 �_ � Client's NoD-A04419-0900 <br /> - -------_ _ _ Reported 1.. 11- 8 __._._----- - <br /> - ._ -- --- <br /> ro ecr_____ Boein -- -- <br /> i _ _. g_Fveret[_Facili[v_Buildings_40-33/3t <br /> ar -- Gverett--- - -----.,-- _ __ 1,�.0�8-E�2���10_0_eQ6AJ.9 <br /> -- <br /> -- <br /> Conhacror ___The_Aus[i_n_Company______ __ _ <br /> - - -- ------ -- ---- <br /> Reporred to____See Below - <br /> -------------- ---- <br /> Conc�ere Suppl�er _�ssociated Sand_6 Crayel__ ---- --- — <br /> Ouantity Represented 5�_ Cu. Yds. Specimens made by-A. S�e��eX . No. $ubmit�ed_3__ <br /> Locafion oF pour Tunnel walls and s_lab !E13.5 to /114.0_____ <br /> —. --- <br /> -_--- ------ --—- — <br /> _-- --- - -- --- <br /> Strength requirement _ . ._. _ .+OOQ __ __psi at 28 days <br /> MATERiAL PROPORTIONS USED (Quantitias per cubic yard of concrete) MIX No.:�18s9___E_ <br /> Cement_564 Ibs.. 6___bogs Type _ Brand <br /> Fine Aggregate (SSD1-1300_ ISs. Source____ ___ <br /> Coarse Aggregote (SSD) 1900__Ibs. Size -3 " _. Source TY�� <br /> Type: <br /> Caarsc Aggregate fSSD) Ibs. $ize _�ource ._____ Type: <br /> Water Totol 250 lbs. `,__ Ga:s.:bag Hot waCer <br /> Admixture: Amounr 17 oz. _ Kind Pozzoli�h�QQ[� <br /> Adniixture: Amount Kind High Early__P_o_z_zolit�t____ <br /> Above inFormation obfained from: PTL batching inspection � �roject Engineer Q Confracror � <br /> Concrete Supplier � Other ❑ (Designate)__ <br /> Entr. Air__ _ e Actual $lump___��___ In. Titkef No.:�_j{Z(j I 7 _ <br /> Tempe�arures: Air _ 45 -F Concrete 64 _'F Wearher Overcast <br /> Mixing: Central Mix � � � 'ruck Mix ❑ Job Mix � — <br /> Above $ife Informafion o6mined from: PTL Inspecfion �\] Projecf Engineer � Confracfor � <br /> Concrete Supplier ❑ Other � (DeSignate) <br /> Cyls. delivered to laboratory by: PTL X� Canrrac;or � Engineer � Common Cnrrier � <br /> _ � -_--_- _ -----__—. <br /> - -_==-_ - . . _ __ __ . -- -- -- �----- <br /> C linder $ize 6 x 12 Inches � - ��`-- -�-�-�- -- <br /> Y COMPRESJIVE STRENGTN Arra 28.27 5q, Ins. <br /> SPECIMF.Y 1�E I �ABOR��ONY I O�TF O�TE TOT�L UNIT � REPOFi <br /> 'N�NRING O�rS !1uMBER _1 aECEIVEO TESTED I i0�0-POUNOS LpAD• P.S.I. n:0. <br /> � � � � � I <br /> 89 :• 7 i 10040 12-4 12-8 � 112,000 I 3960 94 p i <br /> 89 B 28 I 10041 � 12-29 � <br /> I I i I I <br /> 89 C i 28 ; 10042 i 12-29 i � n � � r , r, r,_ I <br /> ' Iw DEC 1 197� <br /> ' -------= --- I — -----�----�_1_/c�p--� <br /> ' • Day fesis provlously reporfad �, , ' vF���`fi� <br /> Ramarks: cc: 3 Boeing Enrzr. S Const. ?Attn: Larry Clements Inspection Dc�)t, <br /> 1 The Aus in Co. Attn: J. Peterson <br /> 1 Everett Bldg Dep[. <br /> _ 2 Seattle PTL <br /> 1. ,lssoc__Sand S_ Gravel_Co._�_Inc. <br /> RespectFully submitted, <br /> PITTSBURGH TESTING LABORATORY <br /> ��• . �.��� <br /> la Sea[[1��' I � ��District Manogrr <br />