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�ESi1NG PITTSBURGH TESTING LABC�RATORY <br /> O��y �4 <br /> JP�e ' s.. B� ro�;u ��.cr.a.n.sr. <br /> c�l �`�� csTneus�co �xo� <br /> °� 826 N.W. 49�h STREET., SEATTLE, WASHINGTOM 98107 <br /> � a <br /> a . < <br /> es e Mo.oe� vnoiicnorv io cucrvrs. THc runuc nHo ounsuva. •�� acrams <br /> f1Crq �e�y�y �nr sooninr.v nz nrt. o ric[vri�i pno��tair or cu[vis. nt�p noiNoniz�i�on QfdCl ��D. ' I. <br /> ,�. 'L ������ fCN f'VOLI�;ATInN O�ai�lof t�,1.ry{5. CONCLLISIOHS OR C%11�1CT3 �POM ON acc�noinc ���'� <br /> FFA•.InO��'� oun Aivor..s is ncsr_nvio vcrvoi�c wn wrtrtrm evrnove�. • . ..�•'•''' <br /> Reporl No. .r <br /> CUNCRETE TEST REPORT Clicnt's No. <br /> Dote Moulded____ `�•4:"'.���___ ____ Reported # R.,.9 -„(„j___$YzE�_ <br /> Projecr — -- - ---EIIeSe$4_�- �n-1-:m:Clxo_P«..::3:s�1aCS1�C'd8s-- - -- <br /> A� -- --- :Yarat�._L'a.sxilr.Ftwa- -- --- — - - <br /> Contractor _ ---jj�-0O3]31:Tt1Ci.iQR-�.'O�— — --------- — -- - <br /> Reported to-- — --$pb Ns:{elin __ - - <br /> Concretc Supplier---- - - :,�JC�.3£Cri-53IId-&.-CIS114¢],--- --- — - <br /> Quantity Represented.re? — Cu. Yds. Specimens made by__��_,��.�.�_ ___ No. $ubmitied_�_ <br /> Location ol pour (per inforRation (rom jab•site).j,,��_��i-�],�-��������e�,�,e���Z¢�y����� <br /> Strengih requirement_ �'.[i�yQ___ _ _ _ __ . psi at 28 days Mix Design No.: _ __ . _ ___ __ <br /> MATERIAL PROPORTIONS USED (Quontitics per cubic yard of concrctc) <br /> Cement_ _ — -. _. _ Ibs. .—-(7.- --- ba9s TYP� I _-- Brand_. . - - -- -- -- � <br /> Fine Aggregate ($$D) ___ Ibs. Sourte_ __ _ . _._ _ _ _ _ _ Typc:_ i, � <br /> CoorscAggregate (SSD) _ Ibs. $ize.-(/u__ —Source__ _____ . ____ Type:___ ' � <br /> Coarse Aggregate i$$D)—___ Ibs. $ize__ _. . _Source _ Type: _ __ � <br /> Watcr Total ---..--- — Gals. ------ . _----__--Gals./bag; Actual $lump--., In. <br /> — -- <br /> Admixture: Amount_ _____ ____ _ _ _ Kind__ ])nr:+_ ____ ___ , <br /> Admixture: Amount-_- - --- --- -,--- Kind- - -_pQ48011�}t---- .. ___ _. Enir. Air a <br /> Temperatures: Air__']�____."F�Concrete___ � _°F Weathcr___�.j ,,,_ _ __ <br /> Idixing: Ceniral M�x .� Truck Miz � 106 A1i�x��[] - <br /> Above doto obtainea from: PTL Inspection �] Projed �ngineer � Contwctor �] ` <br /> Concrete $upplicr f� Other � (Designatej . . __ _. _ _ _ <br /> Cyls. dclivered to laboratory by: PTL � Comractor �] Engincer � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPR'c:i51VE STRENGTH Area 28.27 Sq. Ins. <br /> � SPECIMEN AGE L4BORRTORY OA?E I UATF I TOTAL UNIT T REPORT � <br /> � MARNING OAYS NVMBER I FECEWEO TESi-F�— iL0/+D-POUNOS LOl.p - P.5.1. � NO. <br /> .. _ —i___— _ J — <br /> I —._ _ __I.____� <br /> � <br /> a; 2 A ? 423�+ 7�25-�6 7-24-66 ]]1q5o0 391+0 2 <br /> i� 2 H 28 4239 7-25�66 II_14•-6G I 177,500 ' 62Q0 I 7 ' <br /> 2 c 28 1�236 7,25-�66 8-19��&� I 17Y,000 i G26o � <br /> ; I <br /> i — _ - -- � _: <br /> '$�' _ _ Day tests previous�y reported <br /> Remarks: . -- - '-_�.--' alIIf;C�.ip,"!t_.•�v'- -. ._ . . <br /> — - ___ __. . ....,�»_ �- R2-A�IG�$r—_ _—_—_._ _—_ —._ . <br /> --- - '-d3.:a5.:-Cuastzuctia� ------ ---- <br /> ''�-r�' --- - - - — ---- - - <br /> Rcspectfu submitted, <br /> -`\PITTSBURGH TE T G LABORATORY <br /> \ . <br /> �`�A�- - - i irici Managcr <br /> V <br /> 4 <br />