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FIELD MORTAR STRENGTH REPORT (3ME Consultanta,t��. <br /> Project and Location: .^,,",innetonka -enter for the Arts.Wayzata. Minnesota 14000 21st Avenue North <br /> Architect/Engineer: �ames Dayton Desian Minneapolis,MN 55447 <br /> General Contractor: M A Mortenson Com�anv Ph. (763)559-1859 <br /> MaSonry Contractof: M A Mortenson Com anv Fax(763)559-0720 <br /> Mortar Supplier: <br /> Owner/Develo er: GME Project Number: �� <br /> DATE CAST TEMPERATURE CROSS COMPRESSIVE <br /> DATE AGE gECTIONAL MqXIMUM LOAD STRENCiTH <br /> CONEPENETRATION �R% MIXQF) AIReF) TIME TESTED (daya) � <br /> SET NUMBER DATE RECEIVED <br /> M1-A 7/25/01 Type S Mortar 75 75 9:00 8/2 8 3,14 13600 4330 D <br /> M1-B 8H/01 Above Grade,CMU Wall 8/22 28 <br /> ��.� Elevator Shaft 8/22 28 <br /> Grfd 10,Grid K • <br /> ASTM C 31 Stendard Practla for Making and Curing Concrete Test Specimena in the Field Specifled Strength of Laboretory Prepared MoRar: <br /> ASTM C 39 Standard Teat Method for Comprosstve Strongth of Cylindrical Concrete Specimens Type M:2500 psi <br /> ASTM C 109 Standerd Test Mathod for Comproaslve Strength of Hydraulic Cement Mortars(Using 2"Cube Type S: 1800 psi <br /> Specimens) Type N:750 psi <br /> ASTM C 173 Standard Test Method for Alr Content ot Freshly Mixed Concrete by the Votumetrtc Method Type 0:350 psi <br /> ASTM C 231 Stendard Te�i Method for Ai�Content of Freshly Mixed Concrete by the Preasure Method <br /> ASTM C 270 Standard Teat Mmthod for Splitting Tensile Strength of Cylindrical Concrete 3pecimens <br /> ASTM C 498 Standard Specification for Morter for Unit Masonry "The test results obtained under this test mathod aro not required <br /> ASTM C 780 Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and to meet the minimum comprossive values in accordance with the <br /> Retnforced Unit Maaonry property speciflcation in ASTM C 270." ASTM C T80.1.3 <br /> ASTRA C 1084 Standard Test Method for Temperature of Freshly Mixed Po�tland Cement Concrete <br /> Date Report Prepared: <br /> Teat specimens were cast by GME Consuitants,Inc. August 7,2001 <br /> -� Teat specimens were not cast by(3ME Consultants-No other information ie available <br /> �• Ta�t specimans were cast in 2"x 4"molde with a cross-sectional area of 3.14 in� <br /> Test spacimens were cast in 3"x 6"molds wRh a crosa-sect(onal aroa of 7.07 in� <br /> Test specfinens were cast in 2"cube moids with a cross-sectionai area of 4 in' <br /> Copies To: Types of Fracture ASTM C 39 <br /> • Mr.Steve Blaser-M.A.Mortenson Company <br /> • Mr.Mark Strelnfeks-M.A.Mortenson Company _ <br /> • Mr.James Dayton-James Dayton Design `i� ' <br /> :'�, Tammy A.Hakanson,P.E. <br /> , � Senior Project Engineer <br /> Cons Cone anA Sp9l Cone and 8hear Shsar Columner - <br /> (e) N) f�1 (� (�) <br />