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JpG�tESTINC\o pITTSBURGH TESTING LABORATORY �.��:�., °�:�-.^.s<- <br /> 6:�� ry fSTAOL1511[� IP]I <br /> �0 826 N.W. 491h STREET., SEATTLE, �'ASHINGTON 58107 <br /> a <br /> �., ei y •s e r.urv�� rno�mnon ro c��rH*s. rn� r��euc eruo ouasuvvs. nu nmonrs <br /> •nc suowmm es �.� coerm�.�nu nnorcnrr or urtr�ts. evo nut�onannow QrdC� No. !(� <br /> jC/h'y�� o�v(�� �OR PVOLIC�TION Of ST�ITCM[ryTg, COHCLV51(JNf OP EFTP�CTS fPOM �1R N[G/�qDIXG �� � <br /> FfqS�NO��t GVF FCVOPiS 19 PESCPVCO I'LNOING OIIR NNITTCN APPPOV.�L. <br /> Report No. Ql <br /> CONCRETE TEST REPORT Clicnt's No. <br /> Date �doulded_�f�(� _ Reported_SIPS�E)6 <br /> Project —�On._2$aZChfl_P2T'l:�nwp__�_BCj.I$tf@B <br /> a� --- -=Fversthy •.,sshing�on— - <br /> Contractor __f3311�1_�.'OII9rGSI1�j.0II ___ ._._. _--_ _.___— ._ <br /> R�Po�r�d �o--._IJorman_Jacobaon -- __ ._ _ -- - --- --- - <br /> Concrete $upplier_ng90C�9tCC�. $8I1Q_SSICI Gl"dV01. _ . _ __ <br /> Quantity Represented__5O_ Cu. Yds. Specimens made by___ �. 5�11�2I'� _ No. $ubmitted_.3_ <br /> Location oF pour (per information from job•site)_ �'�AZ�O_IIRC� bf.''8TI19 line 4 From �1 t0 �.'_'CO �.OVBa. Of <br /> twttom_Dr_slab_at 219.08. Aiso_ B CIP coliu�ma at ;'2)(n+13)j (3)(�+i3), �2)(9-131,_ �3)t�-13)�' <br /> Strength requirement_ ._��_ __ ___ psi at 28 days Mix Design No.: . . __ _. __._ <br /> - --- ---- - ----� - - --- � - -� - - -� — <br /> -- <br /> MATERIAL PROPORTIONS USED (Quan�ities per cubic yard of concrete) <br /> Cement_ _-- ----- Ibs. _ ( --__._bags Typc-.-.]'- _—Brond--- .- -- ------ <br /> Finc Aggregatc ($SD) . _ __ Ibs. Source_. _ . ____ __ _ _ _._ Type:__ . <br /> Coarsc Aggregote ($$D) Ibs. $ize.___- Sourcc_. __ _. __ ___ Type:___.___ <br /> Coarse Aggregate (SSD) . __._ . _. Ibs. Size�(__Source Typc: <br /> Water Total ___._ Gals. ____ Gals./bag; Attual $lump__�__ In. <br /> Admixfure: Amount_ �11_OZ>f`S$--__— Kind _�2,1'.07C_ <br /> Admixture: Amount__��� _ . _._. . Kind_..__ . POE^r0�..�' '�il__._ ._ Entr. Air _ °o <br /> Temperatures: Air__. _. _. ��F Concrcte _____ __`F Wcather. .. __._ __ _ _ . _ <br /> Mixing: Cen}ral Mix ❑ Truck Mix � Job Mix � <br /> Abovc data obtained (rom: PTL Inspedion � Project Engineer � Coniratlor � <br /> Concrete Supplier ❑ Other [] (Designate) __ ._ _._ _ <br /> Cyls. delivered to Iaboratory by: PTL � Confractor ❑ Engineer (] Common Carrier � <br /> � ------------- - -- � -- -- - -- --- <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> MFRK NGN OAYS L4NUMBERnT 1 �RECEIVtO � T[STF.O IlOAOOPOUN05 LOADNIT� J I RE�POORT� <br /> 13 A 8 8109 II� 9/26 - II- 9/27 i 72r$00 2�b0 _ II 21 � <br /> 13 D 28 I £fl].0 �, 9/24 II lof 52 <br /> 13 C 28 811a I 4/24 lo/i2 II � <br /> I I <br /> I �i <br /> � - - - --'— I- - � I <br /> Day tes}s previously reported <br /> R�ma�ks: _�Gon�Lincatxon)- {2)(C�3)e �37����3) i:o-level-of lwttom-a£-boau� for-lavel <br /> 2?9�OII. Aleo-ea7.�-s���.ne-��b4�..�sen lines-R-P.�1�r13-to l�rval_nf_bottom of_slab _ <br /> --� 2�9s0�J� _ -- _ _ <br /> - - - - - <br /> -- -- --- ca: --3-+'?orman�Tacol�on� Jr. _ <br /> . . —�i.+$tlO�.._l�._�d�3r—_ _. _ -- _ _ . _ __—_. _.— _ _ _ _. <br /> 2�Daugh Concttruct3on Rosp�c�folly submitted, <br /> 2�� PITTSBURGH TESTI LABORATORY <br /> tr'c �• <br /> `�'��� i ��ct Munagcr <br /> J <br />