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�ES""°� PITTSBURGH TESTING LABORATURY � � <br /> G�' y �ny��60 <br /> /0Q.' <� ,� �suo�emn� �oA <br /> .`�. ' �� <br /> 0 826 N.W. 49�h STREET., SEATTLE, WASHINGTON 98107 <br /> a <br /> � ns � rnv*o�� rnu*rcnor. +o cucrvrs *�� ronuc eHo oumavn. �u ncrome <br /> r�^' �q .ne wewinco e ��c covnoo«n�� rvarenr. or cu���s. ♦�o nur�onvenor Qrdcr No. prS ��oo <br /> nf� • 5 1"OF PVBLIC�TIOH Of Si�TCMCHlS. CO CLlS Ov5 Ofl ftill�CiS fI,OH OII RCGAPOING <br /> Ul <br /> ��M1'�� Pt��j' OVP P[POFiS IS llfa[nv�C.~P[N'�ING UVH WRIiI[N wppPOV1L. <br /> FFqS ANO��t <br /> Report No. 10 <br /> CONCRETE TEST REPORT Clicnt's No. <br /> Date Moulded. jj.J,'r�(j Reported _--$�'j�j�j(j-- - <br /> P�o��c� —- -- - -- - Ban Idarche Parldng-Faoilie5 ----- <br /> Af__ -- - -- F,vsrett� liashington- - - ------ <br /> Coo��a�ror _____-_- Baugh-Conetruation Cowpata* — — - -- — <br /> RePo�+�d +o____ No:vaan Jaoobaon-- —- <br /> Concrete $upplicr_ _ . j1glpCj,8t,9f� .r'�gi1C1 -BIId-Ql'8V9�.- -- � <br /> Quanfity Represented._3�_ Cu. Yds. Specimens made hy _._(}. $fl{Kj�pg-- - . .. - No. $ubmitted_3__ <br /> Location of pour�(p er information from job-site)_.C.I.P.. iJ811 �'S18 A TTOJn 1 tA 3.Jr �4�1 SYO�II 6-tA 7�-I1II9 A-5 <br /> _rrom�l5__to_y. 11m_5 ana_lsno_3•5,_'rom line a to a.5�. all to �op of-xau - -- — <br /> $irength requirement ___ _ —_ ''}�_ _ _ Psi al 28 days Mix Design No.: . . _ - . - - - -- <br /> MATERIAL PROPORTIONS USED (Quontities per cubic yard of conerete) <br /> Cement__ Ibs._._.6 . . _ .bags Typc - ---z - orand- --. .----- � --- - _ . <br /> Fine Aggregatc (SSD) . __. _-_ Ibs. Sourcc. - __ _ _- Typc:. _ ____ _ <br /> --- - - �--- --. -.._ <br /> Coarse Aggregatc (SSD) Ibs. $im___. __ $ourcc_. __. --.---- TYPfO- -- <br /> Coarse Aggregc.te ($$D) _ Ibs. Size. __ _—5ource_ _—_ Type: __ _ <br /> Water Total _ Gals. __ _ _ __ .- ----Gals./bag; Actuol Slump__ _3.�.__ In. <br /> Admixture: Amount_ 03�IIk.--- .. -- -- Kmd --��yy�_ -- ----- ----- <br /> Admixture: Pmounf_.��.�B�i._ __ . Kind__ _ _- ppyZOlj'�1 . Entr. Air °o <br /> Temperotures; Air_ '�_"FConcrete_.--_`FWcather, . _ S17171731-- --- - — <br /> Mixing: Ceniral Mix ❑ Truck Mix � )ob Mix ❑ <br /> Pro ect En meer Con�ractor ❑ , � <br /> Above date obtained from: PTL Inspection [� I 9� ❑ <br /> Concrete Supplier ❑ Other � (Designate) _ _-.__.__-- — �� <br /> Cyls. dclivered to laboratory by: PTL � Coniractor ❑ Enginecr [] — Common Corrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Areo 28.27 $q. Ins. <br /> r� - --�—_"-- I�- � OATE I TOTAL UNIT-�_��J� REPORT � <br /> SPECIMEN RGE LAOORATORY nAT� NO. I <br /> ' MAPKRIG ONYS NOMBEF � FECEIVE�] I T[ST[D iLOAD=POUN05 LOAO-P�5.1. . - - <br /> .. �_--_ _'._ _ . -. . . _. — I <br /> q a 7 � 5804 8-2o I 8-2L 76,00� ' 2690 I 10 <br /> I � <br /> 9 B I 28 5805 ' 9-20 � 9-1�+ 'i I <br /> 9 C ' 26 ' S0o6 � 8-20 � 9-14 I <br /> � i� <br /> L - - _ i I _ __I�__ _ �� _ � —I <br /> _ _ _ Day tests previous�y teporled <br /> Remorks: _ __ cc: 3-Norman-JacobsonJr. - --- <br /> - -- ---- 1-Supt. Df Bldga. --rverott-- - -- <br /> __ —2.Bau$h Canstruction-Co�par�i' - -- - - -- <br /> 2�n� -- <br /> (].p Respectfully subm� ^d, <br /> pl U1T�@ RGH TESTING ORATORY <br /> \ � <br /> Ny.��,�.A _ <br /> ��sfrict aqcr <br />