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— ..__._ �.... <br /> �l3iV'I�KC I C J I KCiVI� I rt rcCrvrc i <br /> .Project and Location: Minnetonka .Pr,tPr f��tnA nrt� Way7afa �11inn ��+� GME Consultants,Inc. <br /> ;4rchitect/Engineer: �a000 2�st,4venue North <br /> General Contractor: M.A. MortenGon omaanv Minneapolis,MN 55447 <br /> Concrete Contractor: M,A. Mortenson GomPan� Ph. (763)559-1859 <br /> Owner/Developer: Fax(7s3)55s-o�2o <br /> GME Project Number: 9256-A <br /> CONCRETE SUPPLIER: PLANT: MIX: <br /> -- CUMULATIVE QUANTITY; YDS <br /> SPECIFIED <br /> MIX WAS NOT PLASTICIZED: SLUMP(Inch): SPECIFIED AIR CONTENT(%): <br /> REQUIRED STRENGTH AT 28 DAYS: 4000 pS( <br /> OATE CAST SLUMP(inch) TEMPERATURE <br /> DATE BEFORE AFTER <br /> SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR,G MIX PF) AIRQ F) TIME TRUCK# TESTED AGE CYL WT. MAX LOAD(Iba• COMPRESSIVE <br /> LOCATION OF CONCRETE PLACEMENT ° (days) (Ibs) force) PASS Y/N ' <br /> STRENGTH(psi) <br /> 9A 7/2/2001 Footing <br /> 7�9 7 30.3 120200 4230 p <br /> 9B 7/5/2001 Line(SWI) <br /> 7/30 28 <br /> 9C <br /> 7/30 28 <br /> ASTM C 31 Standard Practfce for Making and Curing Concrete Test Specimens in the Field Date Report Prepared: <br /> AS7M C 39 Standard 7est Method for Compressive Strength of Cylindricai Concrete Test Specimens JUIy 9, 2001 <br /> ASTM C 94 Standard Speclficatfon for Ready-Mix Concrete F'�" � <br /> ASTM C 138 Standard Test Method for Unit Weight,reid&Air Content(Gravimetric)of Concrete F��" <br /> ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete CC <br /> ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete <br /> ASTM C 173 Standard Test Method for Atr Content of Freshly Mixed Concrete by the Volumetric Method CC <br /> ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method C(; C C � � � � <br /> ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete � C <br /> CC <br /> -+ Test specimens were cast by GME Consuitants,Inc. J��. 2 a 2��� <br /> Test specimens were not cast by GME Consultants-No other information is available <br /> -• Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 inZ uniess otherwise noted. M. A. MORTENSON <br /> Copies To: <br /> � Mr.Gary Gleason,P.E.-M.A.Mortenson Company � -- - - -•---� � ---: ---_. ' <br /> ypes of Frecture ASTM C39 <br /> • Mr.Mark Schalbly-M.A.Mortenson Company � • <br /> • Concrete Supplier <br /> ' • � ;'� ;' :: � <br /> -_ . � r Tammy A.Hakanson,P.E. <br /> �°"� cen..na so�ir con•.na sn•ar bh��r cawmn•. Senior Project Engineer <br /> (�) (b) (el (tll (�) <br />