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�`:, ";� pITTaBURGH TESTING LABC�t2ATORY ��aM ��^_.� •F <br /> /e 'ao <br /> �J �' �,��9 c�..ou��[o ��ei <br /> � WASHINGTON 98107 <br /> i e 826 N.W. d9�M STREET., SEATTLE, <br /> I � <br /> d •S � M�l'V�l PUAtII:i�A4 �/] �:Ii1Mf! t��� �'�'Blif {yU t�i:i�Ytivfl. ���. 9[P0�1T! <br /> \�,�^� `�� ��r +�n�nrvo �s n�r co���mr+* �� r.aP�w*+' � ���i��r� eau .��t��nnix�nan Order No. SE 9972 <br /> � `�N n naeuc�rnn i r sr�n.«rrvrs � vu .o�.s c r .cis i M o+ ��.:�wo�nc <br /> 'yfFq a V��t� ouv ui.roms is w�mvv�o rino�H.. . wr.i�+iw n v.o•�n� RePor� No. 36 f� <br /> CONCRETE TEST REPOHT <br /> Client's No.D-A04419-0900 <br /> JareMaulded_ .__ 1]-22-78-_. _ _ _. Reported _11-30-78 - ____--_----- _------------- <br /> Pro�ect _--QQe7.719-���tt__FdClllty_ Builciinqs _49_32/_3.3 _ -- ---- <br /> A� _ EYQret* ---------54.0_.-8rE6282�10C-fl8fiIl19--- <br /> Co�i�o�+o�_ Th�AustinSomRan�_—____-- — ----- — — <br /> R�Poned �o --._See_Belo.w—_---------- — -- <br /> Concrete Supplier __t1SSOC13�C1_S�I1C1--6--�I:3440�_--.---- — 3- <br /> Ouantity Represented __—Cu. Yd�. $pecimcn•� rrnde b D. StetteY __ No. Submitted <br /> 1' ------- <br /> Locai�on of Pour Tunnel slab betweenq15. 5 and#16.0. _ ___ <br /> Strength requiremmt ----4Q-Q-Q Psi at 28 days <br /> MATERIAL PROPORTIONS USEC (QuanllHes par cubic yard of concra�e) MIX Ne.:ClaSs E _ <br /> Cement_564 ._Ibs.__ 6 .. _bags Type_ Brand -- <br /> Fine Aqgregate (5SD) —1�40 Ibs. $ource ___---- TY�` - <br /> Comse Aggregate ISSD)--�-�_�—Ibs. $ize �4" $ource TYPe� - - <br /> Coarse Aggregate ISSD) Ibs. Size —Source_ _—Type:_ - <br /> Narer Total 250 lbs.$�{pj, Gals., bag HoL w.iter <br /> Admixture: Amount -__. 17 02. Kind __pozzoliEh 300N _— <br /> Arlmixture: Amount Kind _ Hlgh EaTlY Po2Z011th __ <br /> Above informafion obfained from: PTL batching inspection ❑ Project Engineer � Contractor � <br /> Concrete Supplier ❑ Other ❑ (Designate) <br /> Entr. Air _ 3 o Actual Slump 4 — In. Tickr.t No. 208343 Tk. #172 <br /> Temperatures: Air 3a F Concrete 61 -F Weother Clear _ _ <br /> !dixing: Cenlial Miz � I ruck Mix ❑ Job Miz IJ <br /> Above Sile In`ormmion obtained from: PTL Inspection Ru Project Engmeer ❑ Contracror ❑ <br /> Concrete Supplier � Other ❑ (Designate)_—_—.— �— <br /> y y; Contractor Engineer ❑ Commen Carrier ❑ <br /> Cyls. deliverod to laboraror b PTL � ❑ ___�T_��_�, �� <br /> -----------___ '_. '-�__�. <br /> _ .. _ -_-- _. ..z-_ <br /> Cylinder Si:e 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 a. Ins. <br /> ^PiE `4TE tOT1L UYIT 9FPJNi <br /> iPECIMEN-f l0E LABOR�TOAY I v0. <br /> •a1HN�40 I p1Y5 l vUMBER I AF.CEIVEO I TESiFO I �OAO•POUNOS LO�O • P.5.1. - <br /> __ �-�-- -t -i . <br /> gp A I 7 � 9798 �, 11-23 11-29 I 10 , 50 3660 86 A <br /> � i <br /> BO B � 28 I 9799 � ' 12-20 I <br /> � i i <br /> 80 C 28 � 9800 �i 12-20 I <br /> , i <br /> - —'- ---�--- --'- -�-- <br /> —-------- --- , • Day tastt previoualy reported � � �n �. rl <br /> r & Con��,JAtk�l4_.�azxY�7��1�nts ,. � �� � <br /> Ramorks: CC: 3 dQ€1I1��I14 + <br /> 1 The Austin Co./Attn: J. ''eterson n --— <br /> ]. Bldq. Dept. , City of Everett � �1�' - <br /> 1 Associated Sand & Gravel _ ' <br /> 2 Seattle PTL -�=-c�=='-�'-�T <br /> R�SP«<r�ii�n5arek'�� Dept• <br /> PITTSBURGH TESTIN LABORATORY <br /> �� ^ (� <br /> ^,-}'Yy�-+��—1 �--- <br /> ld Seat1�1C I Disiri[f Monoger <br />