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PITTS6�RGH TESTING LABC..lATORY FORM900i.B.3E <br /> 1.� �,..��,,,�o ,.., • <br /> 7400�3RD AVENUE 5..SEATTLE.WA 98108 <br /> •s � uoro•t n�oncnorv eo c��rr�.s. v��. runuc +no oo�+.«v[s. nu mrovrs <br /> ..� soo..irico .s n,�: coHnurn.�.� owo��w�. ..� c��r.�s. .r.o .u..m.�:.*ior Order No. SEA 4356 <br /> ron run�¢�noh o� s�•tt.n•ns coHc�vsiov. o,r urw.cts �new m� ur.c�no�r�c <br /> ouv qioon:s rs wis�.nvm rcrvmnc oow wnmrr� �rrnov�� <br /> Report No. 2 B <br /> CONCRETE ',EST REPOI:T <br /> Date Moulded— 2-4-86 _ Reportcd 2-14-86 3/7/86 <br /> Prujc Applied TechnoloRy Training Center <br /> At—_ �dmonds Community�.ollege, Evere— tt, l�A <br /> Co�tra�ror_��he Koll Company - J.R. Abbott, Sub-Contractor <br /> Reported to_ See Belaw <br /> Co��rere Supplier_ Associated Sand & Gravel —_ <br /> Quontity Representeds75_Cu. Yds. Specimens mode by— D Evans � _ No. Submitted_3__' <br /> Lotation of pour _[�3� lina A�frtm �•(�0 3^8: ]iro fran A# � ..8• lirK <br /> Fi.f1YU� <br /> 2 4 to 2: 1' 0 5 & 1 fran A to F.: line D.8 fran 0.5 to 1. Colum faoti,�s: :?r.�s <br /> Strength �-quirement 4000 psi at 28 doys z � D; 3.8 & A#; ]ine 4 at A�B,C; line 3 a:. �1, A{;C� <br /> F.•��,o E at 3 5 4 <br /> MATERIAL PROPORTIONS USED (4uontitiez per cubic yord of concrele) MIX No.: <br /> Cement 455 Ibs. bags Type_ I/II Brand <br /> Fine Aggregate (f5D) 1395 _ Ibs. Source_ Type; <br /> I Coorse Aggregate (SSD) Z�15 Ibs. Size 3�4 $ource Type; <br /> Coorse Aggregate (SSD) Ibs. Size $ource Type; <br /> Water Totol z5�� Gols. Gals./ba • <br /> Admixture: Amount 3Z oZ Kind Pozzolith 344NQ <br /> Admixture: Amount 88# Kind Fly Ash <br /> Above information obt�ined (rom: PTL batching inspection � Project E�gineer � Contracfor � <br /> Concrete Supplier ❑ Other ❑ (Designate) <br /> Entr. Air n�a % Actuol Slump 3�3 In. Ticket No.: z��54 <br /> Temperafures: Air 42 `F Concrete 48 `F Weother rain ' <br /> Mixing: Central Miz [j(] Truck Miz ❑ Job Mix [j <br /> Above Site Informafion obtained from: PTL Inspection Q Projecr Engineer ❑ Contraclor � <br /> Concrete $upplier � Other � (De_ignate)_ <br /> Cyls. delivered to laboralory by: PTL Q Coniractor ❑ Engine:;r � Common Carrier ❑ <br /> Cylin�er Si:e 6 z 12 Inches COMPRESSIVE STRENGTH Areo 28.27 $q. Ins. <br /> SPECIMEN RGE L�BON�TOHY U�TE O�TE TOTAI UNIT P[PORT <br /> M4HNING ORYS NUMBER FECEIVED TESTEO LOAD•POUNOS LORD • P.5.1. NO. <br /> I <br /> 2 A 7 4736 I 2-5 2-11 122,300 4330 2-A <br /> 2 B 28 4737 � 3-4 167,500 5920 2-B <br /> 2 C 28 4738 f 3-4 171,000 6050 2-B <br /> i <br /> i <br /> � ! <br /> --- ---- -- ----------- --- — � <br /> _ � _�ay tests previously reported _;I i <br /> Remarks: <br /> ._. �..p.__�..�_...�..�..�....... <br /> �:���� 8 ��Tc�rr <br /> (i) ar�n� arrtm-n oatn,�, n�u,: �. ��vus n��� _ „ ,� � . <br /> (1) PklCinley Architects, Attn: Lhrl�ra 7}KmLs Respec�fully submitted, <br /> (1) F�'I•F, Attn: Arnie �rson PITTSBURGH T�LABORATORY <br /> (1) 71ie Koll Conmany, ACu�: k3n �lsc�i � <br /> (1) John flukc, Attn: Clay DLLsli <br /> (1) City of Everett, Attn: larry Ca]lalian Seactle District �tanagcr <br /> slm /j., <br />