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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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Last modified
5/1/2019 2:47:20 PM
Creation date
3/9/2017 1:04:21 PM
Metadata
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Template:
Address Document
Street Name
WETMORE AVE
Street Number
2801
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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�ESTIM� p�TTSBURGH TESTING LABORATORY � ����� �������-^ ���. <br /> PV��b � ���8 <br /> m�1� ���q ozuousrm �em <br /> �+ o! , WASHIN�TON 98107 <br /> . :0 826 N.W. 49�h STREET., SEATTLE <br /> ^- a <br /> � MUTl1�L YPOTLf.T10M TO CLILN�S. TM[ VVAIII /.NO O11�14[LV[5. � � A��'OPT6 <br /> �,y^r d�H .��_ .inro �: r�c co„rio��n« �r,o���r� or «i�N�.. �m ��+���miz���o• Order No. ;;r_';>>t�� <br /> sr.rzvinrs. coruosior+s on u+a+os rnow on ecc�nowc � <br /> Ch(�— ti`tti ron rvo cuun ninours is nescn�cv rcnmr�c oun wnnr�� errnavn�. <br /> �q5 qN��N <br /> Report No. ,� <br /> CONCRETE TEST REPORT Client's No. <br /> DateMoulded__--7g.��'j,..(.(----- -- Reported _—u..� �-v�— -�� <br /> Projed---- _- -i30n-1�e2'Che Ue�+�.'t3:g - - - <br /> At --Sverett4--Wash. --� -- -- - - -- -- <br /> Coniractor --Eyg�-6on6tr---------- --- -- --- - - <br /> Repor�ed �o ----IZoxqaen-daeobso�- -- —�--- - <br /> Concrete Supplier_-pg�,. �P„na�- ri:��Yel <br /> Quontity Represented�T- Cu. Yds. Specimens mode by._. _ggad��-_ .-_ No. Submitted_ -.] <br /> Location of pour (per information from job-site)_-_ povilt � ttoP'Eh-Cta�C���tfp3-of--ee�.i.ri-4�-O0�-fl1Eb-- <br /> --(north Y of-bld�n) - - --- -- - - <br /> Strength requirement_ ___ __�,�,g- __ - psi at 28 days Mix Design No.: _ _ -- <br /> MATERIAL PROPORTIONS USED (Quantities per cu6ic yord of concrete) <br /> Cement . -- .- - Ibs. _. -- .(i -- bags Type__ ,�_ . Brand-- --— - ----- - <br /> Fine A9gregatc (SSD) _ Ibs. Source. _ _ _._ _.. _ _—_-- _— Type:_.__ __ - <br /> Coarse Aggregate (SSD)_ Ibs. Sizc__�-"r'., - _. Source—__- ._ ----- TYPe� - � <br /> Coarse Aggregote (SSD). - Ibs. Size-___- .__$ource --- TYPQ' -� <br /> Gals. _ - . Gols./bag; Actuol Slump __�—�^• <br /> Water Total _. — � --- '`'^ <br /> Admixfure: AmouM____.`�LZ_F]L°D-Gl�--- Kind �yy{t�--ll,l.oD�i--C2C - <br /> Admixture: Amoum _____ 35.,'I_�c;: �c ---__ Kind_ .pp;,� _ _ .._ .____ tr. Air °� <br /> Temperatures: Air_ _�$—°F Concrete "F Weather_}yt�. L,7,p -. - _- - <br /> Mixing: Central Mix ❑ Truck Mix � 1ob Mix� <br /> Above data obtained from: PTL Inspertian [],; Prolect Engineer � Contractor ❑ <br /> Concrefe Supplier ❑ Other � (Desigrate) - -— � <br /> Cyls. delivered to labowtory by: PTL u Controctor ❑ Engineer � Common Carrier ❑ <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sy. Ins. <br /> - �I—�� � i�- � — —� TOTAL UNIT REPOHT � <br /> �PECIMEN NGE L/.BONRiORY DATE OAiE <br /> � N0. <br /> MANNING OAYS NUMBER RECEIVEU TESiEO LORO-POUNOS LORD-P5.1. <br /> I 24 a 7 10467 io�29-- - ii-1 13'+;000 4740 I 3� <br /> z4 B z8 10��68 10�29 li-zz <br /> 24 C 28 104b9 10-29 u� <br /> ; i � <br /> � _ _ - <br /> Day tesis previovsly reported <br /> Remarks: --- � - - �- -- - - � <br /> - . .. ,;G��_, ::^ :1::C�OII -- -- - - _. <br /> _ _-___i �Upt. Os b7.$g• —__ <br /> --- 2 urh onatL—�_—. - - - --- <br /> ---- <br /> --- <br /> ,J '.I I� .. ' __ __._ <br /> �� - - Respectfully submi�f4 d, <br /> PITTS RGH TESTING �?��RATORY <br /> V <br /> �/ isiri� ��ager <br />
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