Laserfiche WebLink
CC�NG'RETE STRENGTH REPORT cnne co�suitants,in�. <br /> Project and Location: ����netonha Center for the Arts Wayzata Minnesota 1a000 21st Avenue North <br /> * Minneapolis,MN 55447 <br /> Architect/Engineer: <br /> General Contractor: M A Mortenson Com�an�t Ph. (763)559-1859 <br /> Concrete Contractor: ��A Mo enson Companv Fax��ss>5ss-o�2o <br /> Owner/Developer: <br /> GME Project Number: 9256-A <br /> NCRE PPLI • <br /> Aggregeta Industrles P�T� Z MIX: 403N1 C M LATI UANTIIY: 7•6/7.5 YDS <br /> SPECIFIED 4000 pSI <br /> SLUMP(inch): q^ SPECIFIED AIR CONTENT(°h): N/A RE UIRED TRENGTH AT 28 DA S: <br /> MIX WAS P TICIZ D: <br /> DATE CAST SLUMP(inch) TEMPERATURE <br /> • DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- COMPRESSIVE . <br /> SET NUMBER RECEIVED �OCATI N F ONCR TE P CEMENT P�'°`STICI2ER PLASTICIZER AIR� MIX PF) AIRq F) TIME TRUCK# T.ESTED (daya) (Ibs) force) PASS Y/N <br /> STRENGTN si <br /> 12A 7I10/01 Columns 61/2 80 93 2:30 242 7/17 7 30.3 116900 4140 D <br /> 12g 7/11/01 Grid 5 $�� Z$ <br /> 12C Elevator wali Grid K 8�7 28 <br /> 12D &the two columns at K,9 Sp <br /> Date Report Prepared: <br /> ASTM C 31 Siandard Practice for Making and Curing Concrete Test Specimens in ihe Field ,July 17, 2001 <br /> ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specim�1� <br /> ASTM C 94 Standard Specificalion for Ready-Mix Concrete <br /> ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Conient(Gravimetric)of Concrete �``� <br /> ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete �� <br /> ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete <br /> ASTM C 173 Siandard Tesi Method for Afr Content of Freshly Mixed Concrete by the Volumetric Meth(c�,(i � G �' / �`� � <br /> ASTM C 231 Standard Test Method for Air Content of Freshiy Mfxed Concrete by the Pressure Method CC d �/ <br /> ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete � �U� 1 9 2�p� <br /> CC <br /> -� Test specimens were cast by GME Consultants,lnc. <br /> Test specimens were not cast by GME Consultants-No olher information is available M A ��HrE�S(�� <br /> •. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 uniess otherwise noted. <br /> Copies To: Types of Fracture ASTM C39 <br /> • Mr.Gary Gleason,P.E.-M.A.Mortenson Company ;;� <br /> • Mr.Mark Schalbly-M.A.Mortenson Company , <br /> • Concrete Supplier . '` <br /> ``� l Tammy A.Hakanson,P.E. <br /> — —' ` - --` --- :: <br /> � Cone Co�w end sp6t Corre aM ehear Sheer CoNmn�r Senior Project Engineer <br /> (4) fb) (c) (d) (�) <br />