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J {ESTING o PITTSBURGH TESTING LABORATORY �-�� � � ��,--F��� <br /> p<�� ,��48 <br /> (y/ � \9 LSiA9li5N[Illllbl <br /> aI' '� 82L N.W, 49�h STREET., SEATTLE, WASHINGTON 98107 <br /> < <br /> 1 LS � MI�TU�t i'uDit(IIpN Tp Cl1LM�3, TME PVNLIC �ry0 UOR6fLV[S, Llt. p[pONTS <br /> �'s/.�. `�yVy ANC 6lIBM11iCU I. ♦ �1�LNTI/.L VRO�'CpTV O! CLI[N15. �NO 1l1iNORli/.TIDN Order No. Srr�l�J�. <br /> N`'r. p�tt� !OP PVPLIC(T�[�MCrf^i5 ofMLNiS. CONCLVSIOHS ONlYTP�C14 fPOM OP NEGI.MOING <br /> �q5AN0�� -un n ., . is nr:senvm rcrvoir�c oun wnrtTcv �rnnove�. <br /> Report No. 24 <br /> CONCRETE TEST REPORT Client's No. <br /> DateMoulded- --._�-•.�.._:_ _ Reported__ :'-�2h�^,'�i� 0 7(�a�j{�--_— <br /> Project ----�'o�.`-v:h j>�'. 5nn F64�1.�`lELi --- - <br /> At ---- -- ----�, y'yy�'tt� 1J8F2t11atnn -- — --- <br /> Contractor__ _ __Bgt{�C�y?3t�=�yr __._ -� - - --- -- <br /> Reported to_- . - - �:q�gII •TC40178?II ._ — - -------- .. <br /> Concrete Supplier_ _./:Cecig_�t,�_3zad acd (jTgp@]_ <br /> Quantity Represented__��;_ Cu. Yds. $pecimens made by.___Qa Sant?bgpg.______ No. Submitted_�_ _ <br /> �oco}ion of pour (per in(ormation Irom job-site)_. ...], t;� j:I�•L_y,r ���,�1 _ __ <br /> Strengih requirement _ „'�J____ __ __ psi at 28 days Mix Design No.: . � _ <br /> MATERIAL PROPORTIONS USED (Quantities per cu6ic ynrd of concrete) <br /> Cement. .. . _ __ _ Ibs. _ . �%z . __ baas Typc J.I_ Brand _ <br /> . _.. _ _.--- - --- <br /> Fine Aggregote (SSD) _. Ibs. Sourcc_ _ _ _ _ _ Type:_ <br /> Caarse Aggregate (SSD)_ .. Ibs. Sizc_ _ Source_ _ __ _ Type:_ <br /> Coarse Aggregale (SSD)_ Ibs. Size____ __Source_ _ . _ ____. . _ Type: ___� <br /> Water Total . Gols. _.—____._ Gcis.%bag; Actuol Slump In, <br /> Admixture: Amount_ � oy.�Y�y�_L;,;� . Kind TToT�� �—� <br /> Admixture: Amount__}�s�.U�_ c ;;a .� __ __ Kind_ __ __por:nTi''.+,, Lnir. Air �' <br /> Temperatures: Air____�j� "F Concrete __ _ ._ `F Weatherl���j_��� _ � <br /> Mixing: Central Mix � Truck Mix � Job Mix � <br /> Above data obtained from: PTL Inspection � Project Engineer � Coniractor � <br /> Concrete Supplier � Other ❑ (Designate) ._ _ __ _ <br /> Cyls. delivered to laborotory by: PTL � Contractor � Engineer � Common Carrier � � <br /> Cylinder Size b x 12 Inches COMPRESSIVE STRENGTH Area 28.27 $q. Ins. <br /> �', SPECIMEN AGE LABOqATORY OATE I [;ATF � TOTAL UNIT REPORT I <br /> MARNING OAY� NUMBER RECEIVEfI � TF;TFf> ,LOAO—POUN�S LOAO—P.5.1. NO. <br /> � <br /> Fi A 3 79.40 9-4�56 9-24-16 10'Io� %780 ° i 10 <br /> 8 H 7 7141 �g-66 10�;�..56 168,500 ! 59� 24 <br /> 8 � 7 7?42 9�G6 aa.��b6 � 172�000 � 6080 � �4 <br /> � _ _ _ _ I <br /> _ . � <br /> _,3_�_ Day tests previous�y reported <br /> Remarks: _ _ . . . .;,,. �i..'vTu7sean_sJg.GCilLG1�. v'`..-. . - - <br /> ��--���=- �- <br /> 9e�uSh 'o++arr� �i�'c, <br /> 2..P'PT. - - - - -� <br /> Respeciful y ubm:tted, <br /> TTS�URGH 1"ES I G LABORATORY <br /> �A� rlct Monagcr <br />