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�Q�yz'""�� ao PIT'fSBURGH TE..-TING LABORATORY <br /> �a , �� C �.���� -_ . � � <br /> `m(-�`�o �s.,o�„��o ,oa� <br /> �� 826 N.W. 49�f� STREET., SEAT7 LE. WASHINGTON 98107 <br /> v a <br /> � ` 4400 <br /> �n a y A9 � MUTVAL PqOiLCtION TO CIICNTi. TNC PI'fILIC AHC OVPSfLVCS. �LL P[I�JPTS 5�1 <br /> �� � ♦ APC [V�MIT�1:0 A ll�C <ON�IpCMTIAI i�POpC1lTY OI' CLILNiS. I.ND AVTIIOFIZ�TION Ordcr No. <br /> yC/h LG f"��.\y !OP I'.�fILICAiIr�NS: 'Ii�ICMCVTS. COf�CLV410N40fl CMTII�Ci51Pt�M OR PCGAHDING <br /> �FqSAYU��4 oii, ��.� s s r=scncco �rno�nc oan wm.tcrv ��,r�mvn�. <br /> Report No. 3 <br /> ('ONCRETF TEST REFORT Clicnt's No. <br /> 7-2d-G6 8-5�-66 <br /> Dute Moulded__ Rnxi_jf3pp� _ Rcported _ _._ <br /> Project----Evalett, Waahitl�,ton------- ------ -- -- --- -- - <br /> Ar-- ----Eo�h..Construction-Compaz�? - --- - -- -- ----- <br /> Conr�acror _tt._�. Jacobaon Asaociatea ---- - --- - -- - <br /> R�porred ro____ _paeociated Sand and-Gravel ---- — - -- <br /> Concrete Supplier- (� --- . -_. _. -. R.-rS.-HOi'8}16�u1...----- 3— <br /> Quantity Represented__ Cu. Yds. SpecimeP.$P�df�.-1ii10-C-ri'OAI-�l-t0-l-rj-- No. $ubmitted <br /> Location of pour (per information from job•site) _. <br /> -- ---- 3� -- - — — - <br /> Strength requiremenf __ ____. __ _-. psi at 28 days Mix Design No.: ._ _ . _. ___ <br /> MATERIAL�ROPORTIONS USED (f�Uonfities per cubic yard of co�crete) <br /> Cemenf_.. ----- Ibs.. .- -- ----6ags TyPc-----..__. Brand_ _ . . . _._____-� - - - -- - --- <br /> Fine Aggregate (55D) . ._.__ Ibs. S:iurce. _. __. __ ___ . _.__ .__ _ . __ _ Typc: <br /> Coarse Aggregate (SSD)1�_ . Ibs. Sizo-_.__ _ Source_._ __ _ ___ ._._ ._- Type: .___ .__ ____ <br /> Coarse Aggregatc ($$D)_ Ibs. Size__ ___._Source Type: _ __ �� <br /> WafcrTotal -_. -�Dy.r-p0�.�+1s ____ __ __ ___�.�./bag; Actual5lump__ In. <br /> Admixture: Amount_�},h_qgT-gk_ Kind ___�02?,011th - _ <br /> Admixture: Amount__(jfj_____ _ 5f�_ Kind__ ,_ ''�;aPIII Bpd. SUIIcIp Entr. Air 45 <br /> Temperatures: Air, _�_ _'F Concretc___. ____`F Wcather__ __ __ <br /> Mixing: Central Mix ❑ Truck Mix � Job Mix ❑ <br /> Above data obtained from: PTL Inspection � Project Engineer � Contractor � <br /> Concrete $upplier [j Other � (Designate) .. <br /> Cyls. dc!ivered to Iaboratory by: PTL ❑ Coniractor ❑ Engincer ❑ Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGT}I Areo 28.27 Sq. Ins. <br /> � M RR HG � OAYS LA=UM�[FRY I F�ECE_V—D --il— TESTEO— �LOAOOPOUNOS LOAON'P.5-1.—� AL�P(ORt I <br /> 3 ti 7 4550 7-30 I 8-4 79,500 2810 I 3 <br /> 3 B 28 4551 , 7-30 8-25 I <br /> - 3 c 28 4552 � 7-3o i a-25 I , <br /> � <br /> � i I , <br /> — — _ �— — --I- -- - — !-- - I - -- � - I <br /> R�mar4s: Cols and uaii-ttge-ii��''t�`t�oflf�'3'-°P'�1��I:G�PB�fd 1',TA�.1 SE�;3 aro;uic <br /> elevator�nB�taisxay on linc-5-from-A-to-A-3t3 -- - - -- <br /> —��r- <br /> -3=Plarman Jacobaon,Jr: - - - -_ —_ _ - ---- <br /> --2=9augh-Constr-xtiorr- - - - - - - <br /> - --- -- i=Supt� of-Hid�. - - -- - - -- -- - --- <br /> 2�`'TL Respectfully submitted, <br /> PITTSBURGFI TESTING LABORATORY <br /> dlc <br /> District Managcr <br />