Laserfiche WebLink
( ; <br /> �{E41iNQ� pITTSBURGH TESTING LA80RATORY <br /> 4 �� � <br /> J'�'� 1�0 Ione� �aot.s.t[ <br /> FoI � �Q [�TI��II�M[O I��1 <br /> � 'a B26 N.W. �9rh STREET., SEATTLE, W�SNINGTOV 9E107 <br /> 6 .� <br /> � �/ � Yl1Tll�L 01101lCTION TO CLi[M��. TXl �VOLIC �NO OU11�llYl�. �LL 11f�011T• <br /> �'1 I � \ 11�[ ��i�MIT�(O �� TM[ COMIIO[N�i�l �IIOP[I�Ty 0I CLI[Nf•. •NO �UIMOI�Ij�}ION Order Na. SE 9972 <br /> Si,y'+ ��.,�'+,�y ron�ueuc�rmH or �r�t[wtnt� cowc�uuor��m urs�cr� nrou oe n[o�eoiwa <br /> �fAS�NO�N� aun n[�oets n nu[evm roeo�r�a oue wsir•�N ���eov��. <br /> CONCRETE TEST REPORT Reporl No. 12$ B <br /> Client's No.D-A04419-0900 <br /> Dafe Moulded_],�L�19 Reported_�1u79 *2/5�]9 <br /> Project R��rPht Fari 1 { h� Il ' Q�32J_3� <br /> Ar Evere�t. Washin_ton WO 8-En282-6100-d8G019 <br /> Conrroctor_ The Aucrin rmm�lny <br /> Reported to__�n'LBL'lnw <br /> Concrete $upplier—t1SSOci�i -� i S,�n 1 and G <br /> Quantity Represented 3b Cu. Yds. Specimens made by U. Stetter No. Submitted <br /> Location of pour_('90 t n��_16.0 <br /> $frengfh requiremenf __�fl� p�i of 20 doys <br /> MATERIAL PROPORTIONS USED (puanHtiea p�r cubie yard oF concrete) MIX No.: CLa9s A <br /> Cement. S 1� Ibs. 5�i bags Type---- Brand <br /> Fine Aggregofe (SSD)_�9� Ib�. $ource <br /> Coarse Aggregaro (SSD) �y S� Ibs. Size_Ic���_Sowce__ jYPe. — <br /> Coarse Aggregafe (5SD)— Ibe. Si:e _$ource TY�; <br /> Water To�ol �75 lhc. @p�Y, Galc./bag HOt WUtOL' <br /> Admixture: Amoune Kind _ <br /> Admizrure: Amou�it Kind � <br /> Above in(ormation obtained from: PTL bafching inspection � Project Eng�neer .[' Contracfor U <br /> Concrete $upplier � Orhe� ❑ (Deaignate) _ <br /> Entr. Air _ e Actuol Sl�mp 3 In. Tickef No.: 21L�OS TIC. ��1�3 <br /> Temperaturos: Ai 41 "F Concrefe __5�_'F Wealher_C��i <br /> Mixing: Cenlral Alix � Truck Miz [J lob Mix � <br /> Above Sife InFormation obtained from: PTl Inspection � Project Engineer � Coniractor � <br /> Concrete $uppliar � Olher � (Designete) <br /> Cyls. delivered fo loboratory by- PTl � Contraclor � Engi,ieer � Common Carrier � <br /> Cylinder Si:a 6 x 12 Inches COMPRESSIVE STRENGTH x=a���� Area 2� g,�3, <br /> SPECIMEII ApE LAEONITORY O�TE ❑�TE TOT�L UNIT qEppqT <br /> M�qNIN6 O�Y! NUM�EN RECEIVEO TESTEO LO�O•POUND! 10�0• P.l.I, HO, <br /> 114 : ? � 821 1/5 1;11 75,OOQ 2Fcn • 1�5 ,n, <br /> I 119 B 28 822 2/1 131 ,000 4630 125 B <br /> I 119 C 28 823 2/1 132,000 4670 125 B <br /> �O� <br /> - `'� ` � <br /> I ' �* Doy}asf� rwlously reper/ed �� � � <br /> Remarks: Cc Boein En •r, h Const./Attn: �arry Clemeti�s 'r'�,� '�� '� , �� <br /> The Austin Co. Attn• J. Peterson �rn •``— <br /> �_g_�D���pC. , cy o�Everett s .. ' 'a �_ <br /> --T�ssociated—Sanu�&Gravel-- '` -�Y'�----�j� <br /> 2 Seattle PTL � ��,� �� <br /> Re spectful ly'sub�itled, <br /> PITTSB RGH YEj�TIN� BORATORY <br /> sg kk att `` Districf anape� <br />