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� <br /> z, �.. <br /> a <br /> F--. <br /> 1,�: � i�ew. s r.+.c.a r.,e, <br /> , <br /> Carlson Construction Consultants, Inc. <br /> P.O. sOX 26782 � IJ�Kt CIT1f tTATON <br /> �t f[ATTL[. WAiMINOTON M1t5 <br /> r110N[ (�) �`��0 � �- <br /> REPORT OF�TEST SPECIMENS <br /> � � 30-1999 <br /> Dat�Mold•�: , 19-- Job. No. �cro�t Na <br /> y�13arl� Ooustrnetion Oo�p�n�r <br /> Cli�nt: _ <br /> Jls DonE1M �ondodniu� <br /> Projact: <br /> �1,2'j Op1L7 8t.� 8Vmlt� WR. <br /> Addre��: <br /> Conhactor: <br /> ��1�� ��5� �� Sub-Contractor: <br /> no.. s.m ! �a.a s. aat. <br /> ConcrN� SupPlix: Cost by: <br /> �� � sl i. <br /> W�a��; Tsmp. high: T�mp. low: <br /> lYrat to ��aond floor� north eed. <br /> Locafion of Conerate PlocumMt: <br /> z000 2s a,�e <br /> Strenpth Requirament: PSI @ days Slump: <br /> I 7 Entruined Air °� <br /> Cement Type: No. of sacks: <br /> Admix, Amount: <br /> Brand: Admix, Amount: Brnnd: <br /> T e: Fine Agg. Size: <br /> Coane apg. sixe: YP <br /> To�al Areo Unil Load Repor� <br /> Spwimm Sp�clm�n T��1 Q R�pisr�r R c'd. Tnud Load P51 No. <br /> No. Typ� Daya Numb�r <br /> G l0 A 4x4x8 7 Hg�BB 6/8 6/14 17�� 16 �Q.ia 1060 39 <br /> c 10 B z8 H9789 6/8 7/5 " <br /> c l0 � 28 H9790 6/8 ?/5 " <br /> D <br /> E <br /> F <br /> 70/30 � <br /> Remarks: <br /> QC t ��tt BL . t <br /> en 6 � <br /> �'� <br /> � , �, ' <br /> Form Na. 1 2-69 FRANK W. CARLSON <br />