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p4��\�� �+,p PITTSB. �GH TESTING LABC .ATORY i7R40001�0.1E <br /> :OJ� %\� unuuwte �en <br /> ` o BZ6 N.W, d9rh STREET., $EATTLE, WASMINGTON 981J7 <br /> 6 f �a <br /> f � •f + vur��� �wo*�crn.v to a� rr�rts n�t ruovc +�m o�i.lsr�v[n. .�i uirn+�s . .� <br /> �,l� ��� •iC SUe��ft(0 �9 TI�L C[11�fiO1'i1��L I�NOI'INIY n llilN�f •MD �UfN.)9i}�finH Order No. .:c ��J� . <br /> �(�i���� j � �i)q �lill.iC�f�ON ()! 9t�fiulM! � �:1N LVY�i�Nfi A9r1��iP�t;�9 �PON ON �rlt'.�NI�iNfi <br /> '�'� t�f�:t� UVP R[P�)Mi! �� MlSfuvin I•fHOiN�] nill� 'VIli�itM ��'P1111V�1 <br /> �FSTnu�."- Reporf No. L.i`) :� <br /> CONCRETE TEST REPORT <br /> Client's No. 11-:�O•i-+1`)-0990 <br /> Dare Moulded--- �-�i�-7�-- - Reporred -_1--_'.�-i 2_._ --- -- ---- <br /> Proi�rr__._ �o=in� cv�rc��_l�_„c:i�1_i;;y_i�lti.laLn�-S'�_0-�:;�%3 <br /> Af------�1�Stl 'crC .-- --'--•U� -iG2o7.'Uln')^�iiibl��') <br /> Conrra:tor_— �P}le .�.i15t111�QII1�'!_I� ------- ------ ---- <br /> Reported lo- Sce �jEl::l: -- �--- --- <br /> Cancre te Su ppl ier__��S.fr➢S li!�LS�1�.L1S!_s:_SxY..1LL�- -- <br /> Ouanfity Represenled.�_ Cu. Yds. $pecimrns mode by- ��- titflCteT --__ No. Submilted <br /> ��.. n n„ -n <br /> �ocalion oF pour �1C1' :�-= .7 L(7�LLR,��LJL.—_—_____--__ - <br /> Strength requirement _�:Q�fl_-.-------Psi at 28 days - - <br /> MATERIAL PROPORTIONS USED (Ouamifia+ per cubic yord oi eoecrete) MIX No.: Clnss .� <br /> Cement_-'1J Ibs._;L��--bags Type__ Brand <br /> Fine Aggregate ($$D)—l�`� Ibs. $ource _ Type;_ <br /> Coarse Aggregate (SSD) ---�-�L-Ibs. $ize 1 I' � Source Type: — <br /> Coarse Aggregaro (5SD)- Ibs. Si:e Source Type: _ <br /> Water Total �1�lV5 .(�'iol�� Gals.i'bag <br /> Admixfure: Amount ----_-_— Kind _ - <br /> Admixture; Amaunt Kind _ <br /> A6ove inFormation obtained (rom: PTL batching inzpection � Project Engineer ❑ Contracto� ❑ <br /> Concr!te Supplier � Other ❑ (Designate) <br /> Entr. Air_ � Actucl $lump_�� In. Ticket No.: 111�ti� Tk -�j.;j,3 <br /> Temperatures: Air '"' 'F C�ncrete . _..��� F Weather_Clg.,'.;�__ _ <br /> Mizing: Central Mix ❑ Truck Mix ❑ Job Mix � <br /> Above $ite Information obtained Irom: PTL Inspection � Project Engineer ❑ Conrra:!or ❑ <br /> Concrete Supplier ;� Other ❑ (Designate)____ <br /> Cyls, delivered to laboratory 6y: PTL .�. Contracror ❑ Engineer � Common Corrier � <br /> s=-�--___--_-_ , _ .' _- - --------- --- <br /> Cylinder Si:e 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. Ins. <br /> SPECIMEN AGE L�BOR�TORY ��TF O�IE TOT�L � UNIT AEPORt <br /> � N1qNING D�Y! NUMBEN RECEIVED TESTEO LO�D•POUNOS LO�O• P.5.1. NO. <br /> I 133 :, 7 i7+i 1-19 1-2� 4b,000 1(i�0 139 :1 I <br /> � 133 3 28 . ;79 '-15 � <br /> � � <br /> 13� G 28 'SO �'-15 � I <br /> _r II c.' ,.} <br /> I � � ` ; <br /> I I r } � <br /> � --I--- ---- -- ` �----- <br /> Day tesfs prwlously reporfed �-� � <br /> Remarks: ce' � ISni+i n� F.n;�y,p ,� �' e- ' t�� 7 ('1 r � _ <br /> � r r 1 ';•i'T <br /> 1 'I'h� '�u�' in Cn.�:1Ptn: _I . Prterson <br /> -- i_j,jui l �:in�-- 1).e��.�I�v�rntr� . <br /> 1 ._�._=.snGi:i' r�l .�n�i , l'r; vol <br /> Respectfully submitted, <br /> PITTSBU GH TE5TI:1 LABORATORY <br /> � <br /> 'Jeaf��� Dis�Monager <br /> kk <br /> �n <br />