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^_ t,- <br /> '�" o..«,uca.� �..e•�NM s iktatel r.., <br /> . \ _ <br /> Carlson Construction Consultants, Inc. <br /> �.o. wx sesas — uuc eirr eTATION <br /> f[AT71H. WAfNINOTON G0123 <br /> � r110N[ I2061 �'OS� <br /> REPORT OF CONCRETE TEST SPECIMENS <br /> ig 79 7�-1959 <br /> Data Nbldad: , 19 �ob. No. P[MIIT NO. <br /> IrBellarte Cotrtruotion do�peqy <br /> Cliane: <br /> Jia Douglas do�odnlue <br /> Projeet: <br /> 3425 Coitp st.� h:�ett. Ma. <br /> Addrass: <br /> IaBsllart! ODmt. 00. <br /> Contractor: Sub-Contractor: <br /> Rwe S�rd A (h�avel L. Nelson <br /> Concrda Supplia: Ca�t by: <br /> Waathar: �� Tamp. hi�: 55 Temp. low: � <br /> Tappiag slab. thi3.•d floor, �outh half of building. <br /> Locafion of Concrete Placemenf: <br /> �� <br /> Strenqth Requirement: �O P51 @ � days $lump: <br /> I 6 % <br /> Cemmt Type: <br /> No. of sacks: Entrained Air <br /> Admix, Amount: <br /> Brand: Admix, Amount: Brand: <br /> r� � <br /> � <br /> Q 8 116t11P31 <br /> Coarse agg. size:-- Type: Fine Agg. Sise: <br /> unil lood R.port <br /> Sp�eimm Sp�eim�n Teal p R�pitbr Date Do�s To�al Arva P51 No. <br /> Ne. Typ� Doys N�mb�r R�c'd. T�a�sd Load <br /> 14 A 6�2 7 = 1170 6/20 6/26 el,o0o 28•z7 2870 53 <br /> 14 B 28 I 1171 6/20 7/17 2b•2? <br /> lq � 28 T llr2 6/7_0 '1�1? �8•2? <br /> D <br /> E <br /> F <br /> 48 cubic yesde pincod. <br /> Remarks: <br /> cc� Everett B1ag, nzpt. <br /> sn 6 <br /> . �. �(Q�vv�.7 <br /> Form No. 1 2•69 FRANK W. CARLSON <br />