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•�; � ;-- <br /> c.w�.� ��.�a.� � �.e.a rw <br /> ..Carlson Construction Consultants, Inc. <br /> RO. �OX l076! � U1K[ CITY fTAT70N <br /> - �rt� ><A77L[. WA/NIN0T�01'1 M1tf <br /> r110M[ (�SI ���0 <br /> REPORT OF� TEST SPEGIMENS <br /> Dat�Molded: <br /> s✓2�� 19 Job. No. �-19� �[MNT NO. _ <br /> IaH�ll� �owtruction Co�perU' <br /> CI i�nt: �a���� <br /> JS� 1)ou61a� <br /> Projed: <br /> 3t►ps Oollp St. _ <br /> Add�es�: D16[s� M+etOeZY <br /> I4Bell�rte ODn�t. C0. Sub-Conhaclor: <br /> Conrrocror: L. Neleon <br /> ConcrNa SupPli�r: <br /> �b � Casf by: <br /> olesr ` � 60 � <br /> N'eathar: <br /> Temp. hipn: Temp. low: <br /> F7zrt lift� eouth half of first floor. <br /> Location of Concrate Placemenl: <br /> 1800 28 roricable <br /> $trenath Requiremenf: <br /> PSI @ dayt Slump: <br /> 'lyrpe 8 Martar Em�eined Air °� <br /> Cemmt Type: No. of sacks: <br /> Admix, Amount: <br /> Brand: —Admix, Amounf: Brand: <br /> T e: Fine Agg. Size: <br /> Conrse agg. sixe:— YP <br /> To�al Area �^'� Leed Repor� <br /> Sp�cim�n Sp�cim�n Tea1 p R�pi�br R e'd. Tubd Load P51 Ne. <br /> No. TYW Dora Numb�r 2 O <br /> N� 6 A 2x4 7 x9182 5/22 5/2B 3�9� 3.14 <br /> N� 6 28 x9183 5/22 o/A8 3.14 <br /> B <br /> N 6 � 28 x9184 5/22 6/iE� 3.14 <br /> G <br /> E <br /> F <br /> Remarks: <br /> • • �sn 6 'v`'9� a�1 <br /> FRANK W. CARLSON <br /> Form No.1 7•69 <br />