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�O,NCRETE �STRENGTH REPORT GME�o�s��t��c�,�n�. <br /> Project and Location: Minnetonka Center for the Arts. Wayzata. Minnesota � la000 2tst Avenue North <br /> ArchitecUEngineer: Minneapolis,MN 55447 <br /> General Contractor. M.A. Mortenson Comnanv Ph. (763)559-1859 <br /> Concrete Contractor. flQ.A. Mortenson Comnanv . Fax(�s3>55s-o�2a <br /> Owner/Developer: � <br /> GME Pro)ect Number: 9256-A <br /> � Apprepete inckwtriea PLANT. 2 qp � : e/el52 YDS <br /> &PECIFIED <br /> SLUMP(kuh): 3.q�� gpECiPIED A�i CONTENT(%): � 4000 P8) <br /> DATE CA$T BLUMP(ineh) TEMPERATURE <br /> pqTE BEFORE AFTER DATE AGE Cri 4VT. MAX LOAD(Ibs- COMPRES811/E <br /> SET NUMBER RECEIYED PLASTICIZER PIASTICIZER AIR% MIX P F) AIRq F) TIME TRUCK A TESTED (days) (Ibe) forea) PASS Y1N <br /> 8A 8/27/01 Footin a 4 85 96 2,10 241 7/8 8 30 113800 4020 � <br /> 88 8/28/01 (3.G-2.G)-(2.G-2.G) 7/25 28 30.8 155800 8500 Y D <br /> 8C Columns 7/25 28 30.5 148900 SZ70 Y C <br /> 8p 2J,2.8J,3J,3.9J sp <br /> � Date Report Prepared: <br /> ABTM C 31 Standard Prec�ce for Making and Curing Concrete Test SpeGmena In the Fieid July 5,2001 <br /> ASTM C 39 Standard Test Method for Compresaive Strength of Cylindricel Concrele Teat Specimena <br /> ASTM C 94 Stenderd Spedfication for Ready-Mix Concrete <br /> ASTM C 138 Sta�daM Teat Method for Unit Welght,Yield�Air Content(Grevimetric)of Concrete JUIy 25, 2001 <br /> ASTM C 143 Starxlard Test Method for Slump of HydrauUc Cement Concrete <br /> ASTM C 172 StandaM Pradioe for Sampling Freahly Mixed Concrete <br /> ASTM C 173 Slanderd Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method <br /> ASTM C 231 Siendard Test Melhod for Alr Content of Freshly M1xed Concrete by the Pressure Method . <br /> ASTM C 1084 Standard Test Meihod for Temperature of Freshly Mixed Portland Cement Concrete � <br /> • Test s dmens were cast b GME Consultanta,Inc. ��� ��,� <br /> � Y JU� � ,.,. <br /> Teat specimena were not cast by GME Consultants-No other informadon is evailable � � •% �7�n <br /> • Test apecimens were cast in 8"x 12"molds net cross-sectional area of 28.27 ina unless otherw(se noted. �J,q. A r �� <br /> .���y� <br /> pi88 To: Typea ot Fracture ASTM C39 �/YS,�N <br /> � Mr.Gary Gleason,P.E.-M.A.Morlenson Company ; !; <br /> • Mr.Mark Schalbly-MA.Mortenson Company ; `� �• <br /> , :: <br /> • Concrate Supplier ' ,,:� '� <br /> i ; <br /> ' �� �j Tammy A.Hak ns ,P.E. <br /> con� coM�ed sou�����shear sn�er cowmnsr Senlor ProJect Engineer <br /> (s) (b) (� <N M <br />