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""""�� PITTS6URGH TESTING LABORATORY ���M »-_ �� �� <br /> p�� , ,,,,o <br /> f�0: � .�L n��a�uam iui <br /> �}����J o B16 N,W. 49�h STREET., SEATTLE, WASMINGTON 98107 <br /> a <br /> lo C � •e � uuruu r��onc*.c•� r^ ci_.rnra nu rvei�c .Nu �v,.s«�rs .0 .rPm�n S� 9972 <br /> h v� si,n�inio •e + m�+•�.� � o�•r.�. u ��+e �o .��n.n«�t���or� O�der No. <br /> ���f � ror ruevcnnorv or .�r.���wnn� � �=e.�. : o��� •cn r +m�woien <br /> ��y-�. .j�t� ��, �������� �sw�•:,w.����,`"�'�o����'���� ..�.'�°��� .o�,��..�. ReportNo. 92 E <br /> ��AS�NO4t� <br /> CONCRETE TEST REPORT <br /> Clie•nt's NoA-A04419-0900 <br /> 11-29-78 _ _ _ . _ _ Reported _ 12-7-78*_.�2-2$-18 - - -. .. <br /> Date Moul�ed __-_ , - , , <br /> P�oiccr_--.__B'�eing__Evere_tt_.Facility Bulldinqs 90-32 33 <br /> - - ._- -- .. _---- -� - -- - <br /> A� ____ _.__._Eyerett,_ Washington.__. _ _- __-------Pr�- 8rE6282-6100-886019__-- <br /> _ i_he_I�ust_in _Company- - ----- -------- -----_ <br /> Contractor—._ -- -- - --- -- <br /> Reporred ro_ See_Below _ -__- ----- _- - - - — -- <br /> - <br /> Concrci� S�ppl�er _7`•ssociated S_and_ 6_Gra_vel ___._ __- - -- — - <br /> Ouantiry Represented _ 63 Cu. Yds. $pecimens madc by D. St2tteY _ No. $ubmifted —3--._ <br /> Walls and slab "I"_ and "H" lines__and line_#17_. 0____ _ _._ --_ <br /> Location of pour_- <br /> � ------------- <br /> .itren�th requirement _-- 4000____- ____psi at 28 days _ <br /> MATERIAL PROPORTIONS USED (Quantiftas per cubic yard oi concrete) MIX No.: Class E <br /> Cemmt___564_Ibs.__ 6 _bags Typc_ <br /> Brand--- ----- <br /> Fine Aggregate (SSD)--_1__300_ Ibs. Source_-_--------- TY�; <br /> Coarse Aggregate (SSD)-1900_Ibs. Size —3/A."__$ource_ .-.--- YP - <br /> Coarse Aggregate (SSD)-_ Ibs. $ize __-$ource-__._.___— TYP�� <br /> WaterTotal__250_lbs_—�'-- - - Gals.;"bag <br /> 17 oz.___ Kind p2zZ011th _340N__ ________ <br /> Admizfure: Amount -_—._-_.- H1 h EdYl P02zollth_ <br /> Admixture: Amount ------ - Kind ____ 9 ___ Y__ . . -- <br /> Above inFormation obtained from: PTL batching inspection ❑ Project Engineer �] Contractor ❑ <br /> Concrete $upplier ❑ Othe� ❑ (Designafe)._ - <br /> Enh. Air_ _ °�o ---Actual $lump ---_3_� In.---- --Ticket No.: _20$5_'�LTk.�.�.7� <br /> � 53 "F Weother_ _Ov_ercast ___ <br /> Temperatures: Air _—48`F Concrete Job Mix ❑ <br /> Mixing: Central Mix ;� iruck Mix ❑ <br /> Above $ile Informotio�i obtained From: PTL Inspection � Projrct Engineer ❑ Contracfor ❑ <br /> Concrete $upplier ❑ Other ❑1Designate)_. _-_ . . <br /> Cyls delive�ed to loborafory by: PTL �] Contractor ❑ Engineer ❑ Common Curner ❑_ __ . _ <br /> _ . <br /> _ _ _ _ <br /> _ -�--•--�-,-.-. __- <br /> --_---- -_ - Area 28.27 q. Ins. <br /> Cylmder Size 6 x 12 Inches COMPRESSIVE STRENGTH _ _ <br /> ----- - — <br /> — <br /> �I -N ACNHGN D•S `�NUMBERpT AE�CEIVED TESTEO LO�OOoOUNOS LOI�OH1P.5•L pN�OpT <br /> l- <br /> I �__-I_____ . _.— <br /> __ ___ ____ . <br /> 86 A 7* I 9926 11-30 12-6 126,500 4470 * 92 A <br /> 86 B 28 9927 12-27 168,000 5940 92 B <br /> 86 C 28 9928 12-27 166,000 5870 9Z B <br /> � i <br /> ' � <br /> � <br /> �-- ------------ ---------- <br /> - --- -- <br /> �_Day tesls previously reporfed <br /> � Ramorks: CC: 3 Boein�Enqr._S�Const./Ar��rX-�-��ts <br /> 1�11£.�1ILS-t1iLC0..�At-tR' 7 PatPra�n _ <br /> 1_ B1�.__De�t. LC' f,�y�r�t�_ -- <br /> Assoc. Sand & �1` " , ^ - _ <br /> t e PTL ----�- -------- <br /> � <br /> � � f �Fl� ;� [� ��� � �l Respectfully iubmitted, <br /> r^ ' � � " �`S PITTSBURGH 7ESTING LABORA70RY <br /> � ., ' CITY OF E�ERf_7T ��� <br /> � Inspection pc;, $e�'�~J_.�—�;s� ," ,�Me�a9�, <br /> la •, ,p De�cTT, <br />