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2801 WETMORE AVE BASE FILE 2018-01-01 MF Import
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BASE FILE
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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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G�(ESTIMC�4 PITT:SBURGH TESTING LABORATORY ������� �-��--°�=��- <br /> JP y' ' :. bp . <br /> �P:��°=9 csrnauswco mai <br /> :0 826 N.W. 49th STREET., SEATTLE. WASHINGTON 98107 <br /> a <br /> � <br /> ns e «otw� aaotccriov ro cucw+s. tnr. rum.ic eHo ovasaves. ni� arroms <br /> �"y?� o�y �nc emvi��co ee ��o conrmcnne� vuorenrv m curH.s. �vo .,u-Nonixmou Ordcr No. <br /> Cj l� \� fON P110LIC/.TION nF SiATLM[Nt!�. -OMC111410N5 011 [�TNI.CTS f11UM OR PEGI�POIN:. <br /> �f °� �,t� oun a�.ron�s is noc��cu vr.rvoinc oun wnincx nrrnovn�. <br /> �p5AY0 GN <br /> Report No. <br /> CONCRETE TEST REPORT Clicn�'s No. <br /> Datc Moulded � <br /> _ - ----- - -------_ -- Reported • <br /> Proled----- — - �---------� -- --- � <br /> A� _ -- --- - - -- <br /> Coniracior __ ._ __ .____—__ __ _ — .-- _ --. <br /> Reported to. . . ._ . .__—— __ _ ._ --— <br /> Concrete Supplier- _. .-- _ - . - . - -. . -.- -- _--- -- <br /> Quonfity Represented. .._- Cu. Yds. $pecimens made by. ._ No. Submitted__ <br /> Location of pour (per information from job•site)__. _ _ _- . ._ _ --.__ _- <br /> Strength requirement_ _ _—___ psi at 28 days Mix Design No,: ___ _ • <br /> MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) <br /> Cement.. _-_ -_- --. Ibs. - -. -.---..bags Type_. - __-Brand ------- <br /> Fine Aggregate (SSD) . _ Ibs. Source_ __ __ _ _.__ Yype:____ <br /> Coarse Aggregate (SSD) Ibs. Size___ __$ourcc___ - Type:___ <br /> Cuarse Aggregatc (SSD) _ Ibs. Si.e_ __.._ ..._$ource_ __ Type: _ <br /> Water Total __ - Gals. _ _ _Gals./bag; Actuol Slump In. <br /> Admixture: Amount__. . -.—___ Kind <br /> Admixfure: Amount___ _____. _ _. Kind__ . _. . -. ____ Entr. Air °o <br /> Temperatures: Air_______"F Concrefe_ _°F Weathrr__ __ . <br /> Mixing: Central Mix ❑ Truck Mix � 106 Mix � <br /> Above data obtained from: PTL Inspection � Projed Engineer � Coniracter � <br /> Concretc Supplier � Other ❑ (Designate) . _ _ -. <br /> Cyls. delivered ta loborafory by: PTL � Conirador � Engineer � Common Carrier � <br /> Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH Area 28.27 Sq. Ins. <br /> ' SPECIMEN AGE LABORATORY ORTE OATE TOTAL UNIT REPORT � <br /> � MARNING DAYS NUMBER HECEIVEO TESTEO IOPD-POUNOS LOAO-P.SJ. NO. <br /> I � <br /> II I <br /> I' ___ _ '_. . _.—_ _ __—__. _ . � _ -_- _ — <br /> _. _,___ 'Joy fesfs previously reported <br /> Remarks: ___ _____ - <br /> � � Respedfully ifted, <br /> P� SB7 URGH T STI G IABORATORY i <br /> N.a-aA <br /> � Di n:t Manager <br />
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