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Home My WebLink AboutConcrete strength report CONCRETE STRENGTH REPORT %�� tj��. � "='�'' ��' GMEConsultants,�no. � Project and Location: p4innetonka Genter for the Arts ��lay�ata Minnesota = 14000 21st Avenue North � Minneapolis,MN 55447 Architect/Engineer: James Dayton Desion Generai Contractor: ^�A Il�ortenson Gom�anv Ph. (763)559-1s59 Concrete Contractor: fl(J A Mortenson Gomqanv Fax(763)559-0720 Owner/Developer: GME Project Number: 9256-A P I R: Appregete Industrlee PLANT: � � MIX: H401 0 CUMULATIVE QUANTITY: ��0180 YDS SPECIFIEO SLUMP(Inch): 7�� SPECIfIED AIR CONTENT(°�): N/A R IR D TR N TH T 8 A • 4000 pSi IX WA T PLA I I D: DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL Wf. MAX LOAD(Ibs- COMPRE331VE . SET NUMBER RECEIVED AT� N T PL T P�`STICIZER PLASTICIZER AIR 96 MtX PF) AIRQ F) TIME TRUCK# TESTED (days) (Iba) force) S N N PASS Y/N 19A 9/26/01 Slab on Grade 5 1/2 63 48 8:00 98 10/3 7 30,4 146000 5160 C 19B 9/28/01 North of Grid 9 10/24 28 19C East Wing 10/24 28 19D SP Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field October 3, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Siandard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concreie by the Voiumetric Method F I LE ASTM C 231 Standard Test Method for Air Content of Freshiy Mixed Concrete by the Pressure Method ��LE ASTM C 1064 Standard Test Melhod for Temperature of Freshly Mixed Portland Cement Concrete CC -• Test specimens were cast by GME Consultants,Inc. CC Test specimens were not cast by GME Consultants-No other information is available CC 'I � Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. I CC Copies To: Types of Fracture ASTM C39 _ ,. ____, ,- — • Mr.Steve Blaser-M.A.Mortenson Company i ;� ', '' � `; I � i`,; • Mr.Mark Strelnieks-M.A.Mortenson Company � • Mr.James Dayton-James Dayton Design� I .' ; • Concrete Supplier _ �_ _� _ J Tammy A.Hakanson,P.E. � Corro � Con�and Splll Con��nd 9h�er shesr Columner Senior Project Engineer (�) (b) (c) (d) (e) C�ON�RETE STRENGTH REPORT � GMe consu�tants,�nc. Project and Location: A�innetonka Genter for the Arts. �^layzata. Minnesota la000 21st Avenue North ArchitecUEngineer: James Dayton Desian Minneapolis,MN 55447 General Contractor: M.A. Mortenson Gemnanv Ph. (763)559-1859 Concrete Contractor: M A Mortenson Gomnanv Fex��83)55s-o72o Owner/Developer: : . GME Project Number: 9256-A p AOprepet�InduaUia PLANT: 1� M � qp 10I20/50 YDB 3PECIFIED SLUMP(inch): �� gPECIFIED AIR CONTENT(76): � e 4000 pt) ' DATE CA8T 8lUMP(inch) TEMPERATURE DATE BEFORE AFTER OATE AGE CYL Wf. MAX LOAD(Ib4- COMPREBSIVE . 8ET NUMBER RECEIVED � PLASTICI2ER PLABTICIZER AIR 76 MIX Pf) AIRQ F) TIME TRUCK R TESTED (d�yo) (Ibo) forc�) PABS YM 18A 9/20/01 Slab on Grade 61/2 66 58 7:50 166 9/27 7 30.4 160100 5860 C 186 9/24/01 East Wing 10/18 28 1 BC South of Grid 9 10/18 28 18D ' ap � Date Report Proparod: ASTM C 31 Stendard Prectice for Makfng and Cu�ing Concrete Test Specimens in the Field September 27, 2001 A8TM C 39 Stendard Test Method for Compressive Strength of Cylindrfcal Concrete Test Specimens ASTM C 94 Stendard Speclfication for Ready-Mix Concrete A3TM C 138 Stendard Test Method for Unit Wefght,Yield&Air Content(Gravimetric)of Co�crete ASTM C 143 Standard Test Method tor Slump of Hydraulic Cement Concrete ASTM C 172 Standerd Prectice for Sampl(ng Freshly Mixed Concrete A8TM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method • ASTM C 231 Slandard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method _ ASTM C 1064 Standard Test Method for Temperature of Freshy Mixed Portland Cement Concrete � Test specimens were cast by GME Conaullants,Inc. Test specimens were not cast by GME Consultants-No other information is available •. Test specimens were cast fn 6"x 12"molda net cross-sectional area of 28.27(n2 unless othervvise noted. COples To: Types of Frecture ASTM C39 � Mr.Steve Bleser-M.A.Mortenson Company � �� ' �� . I, _ ,I i___ � Mr.Mark Strelnieks-M.A.Mortenson Company ' I 1 • Mr.James Da ton-James Dayton Design . , I . ;; Y •. . • ` ' '' '` Tammy A.Hakanson,P.E. • Concrete Supplier ; `. ` �' `: _-- _. .._--' ----_._. _:__ .. Con� Conr�M lplx Con�and eh�er 8hur Cawmn�r Senior Project Engineer (�) (b) (c) (A) (s) CONCRETE STRENGTH REPORT GME Consultants, Inc. Project and Location: Minnetonka Center for the Arts. Wayzata Minnesota 14000 21st Avenue North ArchitecUEngineer: James Dayton Design ` Minneapolis,MN 55447 General Contractor: M.A. Mortenson Company Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson Companv Fax(763)559-0720 Owner/Developer: GME Project Number: 9256-A CONCRETE SUPPLIER: Aggregate Induslries PLANT: 1 M�X_ H401A1 CUMULATIVE QUANTITY� 9/9/53 YDS SPECIFIED MIX WAS NOT PLASTICIZED� SLUMP(inch)� 3.q" SPFCIFIED AIR CONTENT(%)�. 4000 5-7°� REQUIRFD STRFNGTH AT 28 DAYS p51 DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX(°F) AIR9 F) TIME TRUCK# TFSTEO (days) (Ibs) force COMPRESSIVE , LOCATION OF CONCRETE PLACEMENT � STRENGTH si PASS Y/N 17A 8/9/01 South Wall 2 7.0 BO 84 1:45 129 8/16 7 29.3 103400 3660 C 176 8/10l01 Grids(G.5)2-H(2) 9/6 28 29.4 132300 4680 Y C 17C West Portion 9/6 28 29.3 131600 4660 Y C 17D SP Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in lhe Field August 16, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete September 6, 2001 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete CI ASTM C 172 Standard Practice for Sampiing Freshly Mixed Concrete � � l/ ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method F� ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method � ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete C^ � /¢'�� 4 -+ Test specimens were cast by GME Consuftants,Inc. �—_ - — Test specimens were not cast by GME Consultants-No other information is available _ — � Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. CC'�-- � Copies To: Types of Fracture ASTM C39 � Mr. Steve Blaser-M.A.Mortenson Company �:: • Mr.Mark Strelnieks-M.A.Mortenson Company i . �� I � I i;' , i � • Mr.James Dayton-James Dayton Design � i i � Concrete Supplier � ! ' I � � Tammy A. Hakanson,P.E. , . � i i::__ � �=°��r co �i�sNin cun a�,d snr> snu., �o�„�„�," Senior Project Engineer �a) 11@1 U l�) (A)� (el . . • • � • • . • . , � Twin Czty Carpenters,joint Apprentzceshzp Com�nittee 1295 N.Ximting Valley Road-5k Pat�J�MN SSI08-0,,�'ce(631)646-7337-Frrx':(651)646-7395 • � ' Weider And Welding Optrator Qualificatlons Test �ecord 6�,� ' Gz�� Name Steve Wintera _______— WSP Number NA F�L . � F� • I.D. No. 475-92-4076 � Square groove (but joint) X i � � Date of Test 8/10/00 fillet � ��,'U�' — Weld Test X • J � Essentlal Varla6les Qualifled by Test j �C 'l�pe of base metal Carbon Steel Welding process SMAW ' Me�od of application X Manual _, emi automatic_ Antomatic Moc'� of transfer (GMAvin 1vA i i Coating .—Yes X No Welding current ac X dcen 6015 � —deep . Hacking Material None Shield gas nsed NA � Filler metal F number 3 Position welded _Flat_Horizontal_Vertical �Overhead— Visuai Insp+�ctlon Rasults Acceptance Criteria Acceptance Criteria Square Groove (but�oint) weld �'�'ELD Filed Weld �'�'ELD Ye8 No Yes No Joint fusion (metallic bond) g Joint fusion (metallic bond) Required joint penetration g Required joint penetration . Face reinforcement Face reinforcement more than one pore of inclusion g more than one pore of inclusion larger than 0.25 X ' larger than 0.25 Undercut esceefling 0.15t or 0.25t x Undercut esceeding O.l�t or 0.2�t Cracks g 'Cracks Thickness range qualified o 478 to 0.2092 Inspection performed by T� Carpenters J.A.C. � ,E pos�tions qualified ; �� Hori2ontal Vertical i Name of Inspe „ TyPes of joints`qualified � s + �� Fil� _ .ic��nta �F Signature , � � `� � Date 8 10 00 '�� (� f � � , .. . _ _ _ w � N � �. N � � � � Q O � � � � �-- � � � � � c � `1 � .. � � � V- �p � � � � � � � _ � � � w � � � � � �� , � w � � � p � O �--� � � � � d � . � � � � � � � � � - � -, � � f CONCRETE STRENGTH REPORT � GME Consuitants,lnc. Project and Location: Minnetonka Center for the Arts Wayzata Minnesota ta000 2�st Avenue rvonn Architect/Engineer: ,�ames Dayton DesigIl Minneapolis,MN 55447 General Contractor: M.A. Mortenson ComRanv Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson Companv Fax(�ss)5ss-o�2o Owner/Developer: GME Project Number: 9256-A CONCRETE SUPPLIER� Aggregate Industries PLANT: 1 MIX: H401A1 CUMULATIVE UANTITY: 9/9/53 YDS ' SPECIf1ED MIX WAS NOT PLASTICIZE�: SIUMP(inch): 3_q^ SPECIFIED AtR CONTENT(%): 5..7q6 RE�UIRED STRENGTH AT 2B DAYS: 4000 pSl DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL Wf. MAX LOAD(Ibs- SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX('F) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) force) COMPRESSIVE pASS YM ' LOCATtON OF CONCRETE PLACEMENT STRENGTH si 17A 8/9/01 South Wall 2 7.0 80 84 1:45 129 8/16 7 29.3 103400 ' �368A C 176 8/10/01 Grids(G.5)2-H(2) g�g 28 17C West Portion g�g 28 17D SP Date Reporl Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field AuguSt 16, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete C'/�� C��'� ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete F��• ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete rI �� r ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method � � ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete `� -� Test specimens were cast by GME Consultants,Inc. w Test specimens were not cast by GME Consultants-No other information is available �i -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Steve Blaser-M.A.Mortenson Company `- -- -' � -�-- '- -- 1 i,;.. _� � Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design • Concrete Supplier Tammy A.Hak on,P.E. cooe.ra sp�n cone erw sneer snear , Senlor ProJect Engineer cooa cm�moa. (el (el (o) (a) (e) CONCRETE STRENGTH REPORT �ME co�su�ta�ts,�n�. Project and Location: Minnetonka Center for the Arts. Wayzata. Minnesota 14000 21st Avenue North Architect/Engineer: James Dayton Desiqn Minneapors,MN 55447 General Contractor: M.A. Mortenson Companx Pn. (�63)55s-�s5s Concrete Contractor: M.A. Mo�tenson Company Fax(763)559-0720 Owner/Developer: GME Project Number: 9256-A CONCRETE SUPPLIER: A9gregate Industries PLANT: � 10/10/54 YDS MIX: H401A1 CUMULATIVE QUANTITY: SPECIFIED MIX WAS NOT PLASTICIZED: SLUMP(inch): q^ SPECIf1ED AIR CONTENT(%): 6+�°� REQUIRED STRENGTH AT 28 DAYS: 4000 pSl DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- COMPRESSNE SET NUMBER RECEIVED LOCAT�ON Of CONCRETE PLACEMENT P�`STICIZER PLASTICIZER AIR% MIX PF) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) force) STRENGTH si PASS Y/N ' 16A 8l4/01 Wall 41/2 6.0 84 75 8:15 95 8/13 9 29.0 112200 � 3970 D 16B 8/9/01 Grid 9.9(H-H.6) 8/31 27 29.3 127900 4520 Y C 16C "The Art Wall" 8/31 27 29.3 124200 4390 Y C 16D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field August 13, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Melhod for Unit Weight,Yield&Air Content(Gravimetric)of Concrete Septemb2r 4, 2001 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Tesl Method tor Air Content of Freshly Mixed Concrete by lhe Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 10G4 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete -+ Test specimens were cast by GME Consultants,Inc. Test specimens were not cast by GME Consultarits-No other information is available � Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Coples To: Types of Fracture ASTM C39 • Mr.Steve Blaser-M.A.Mortenson Company • Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design. I � • Concrete Supplier i I I � i Tammy A.Hakanson,P.E. �.,�,., �,��„�,�,�s�,�,��,��:��,.�:,, ��,.�:,� �o�,��•� Senior Project Engineer ,.�, o�r ��.� �� i�•� CONCRETE STRENGTH REPORT �ME ca�s��ta�ts,��. Project and Location: Minnetonka Center for the Arts. Wayzata. Minnesota 14000 21st Avenue North ArchitecUEngineer: James DaXton Desig.p Minneapolis,MN 55447 General Contractor: M.A. Mortenson Com a�,nv_ Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson CompanX Fax(763)559-0720 Owner/Developer: GME Project Number: 9256-A CONCRETE SUPPLIER: Aggregate Industries I PLANT: 1 � MIX: H407A1 CUMULATNE QUANTITY: 10/10/56 YDS SPECIFIED MIX WAS PLASTICIZED: SLUMP(inch): 7^ SPECIFIED AIR CONTENT(°�): 7% REOUIRED STRENGTH AT 28 DAYS: 4000 PSl DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- COMPRESSIVE SET NUMBER RECEIVED LOCATION OF CONCRETE PLACEMENT P�STICIZER PLASTICtZER AIR% MIX PF) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) ��) STRENGTH si PASS Y/N ' 15A 7/23/01 West Wall 7 7.4 85 90 4:00 165 7/30 7 29.1 119500 , �4 0 D 15B 7/24/01 8120 28 29.1 155900 5510 Y C 15C 8/20 28 29.3 160300 5670 Y C 15D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field July 30, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete AUgUSt 20, 2001 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ' ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete -� Test specimens were cast by GME Consultants,Inc. Test specimens were not cast by GME Consultants-No other information is available -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Steve Blaser-M.A.Mortenson Company -- -- -� - -- --- -�- • Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design . :�� • Concrete Supplier Tammy A.Hakanson,P.E. Cone Cono eiW Spli�Core arnl Shear snoer coi�m�or Senior Project Engineer (a) (b) (c) (A) (e) FIELD MORTAR STRENGTH REPORT �ME co„s„�ta�ts, ��. Project and Location: Minnetonka Center for the Arrs v�ayzata Minne��+a 14000 21st Avenue North Architect/Engineer: James Dayton De�ian Minneapolis,MN 55447 General Contractor: M.A. Mortenson Com anv Ph. (763)559-1859 Masonry Contractor: M.A. Mortenson Com a�nvr Fax(763)559-0720 Mortar Supplier. Owner/Develo er: GME Project Number: 9256-A DATE CAST TEMPERATURE DATE AGE CROSS COMPRESSIVE SET NUMBER DATE RECENED CONE PENETRATION SECTIONAL MAXIMUM LOAD STRENGTH LOCATION OF MORTAR PLACEMENT mm AIR% MIX Q F) AIR Q F) TIME TESTED (da s • y� AREA in� Ibs-force si M1-A 7/25/01 Type S Mortar 75 75 9:00 8/2 8 3.14 13600 4330 D M1-B 8/1/01 Above Grade,CMU Wall 8/22 28 3.14 12700 4040 D M1-C Elevator Shaft 8/22 28 3.14 14700, � 4680 C Grid 10,Grid K ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field Specified Strength of Laboratory Prepared Mortar: ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens Type M:2500 psi ASTM C 109 Standard Test Method for Compressive Strength of Hydraulic Cement Mortars(Using 2"Cube Type S: 1800 psi Specimens) Type N:750 psi ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method Type O: 350 psi ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 270 Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens ASTM C 496 Standard Specification for Mortar for Unit Masonry "The test results obtained under this test method are not required ASTM C 780 Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and to meet the minimum compressive values in accordance with the Reinforced Unit Masonry property specification in ASTM C 270." ASTM C 780.1.3 ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Date Report Prepared: Test specimens were cast by GME Consultants, Inc. August 7,2001 -+ Test specimens were not cast by GME Consultants-No other information is available • August 23,2001 � -� Test specimens were cast in 2"x 4"molds with a cross-sectional area of 3.14 in2 Test specimens were cast in 3"x 6"molds with a cross-sectional area of 7.07 in2 Test specimens were cast in 2"cube molds with a cross-sectional area of 4 inz Copies To: Types of Fracture ASTM C 39 • Mr.Steve Blaser-M.A.Mortenson Company --- --- — ---- �--- • Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design , :. ., ,.. : •, ammy A.Ha an o , . . ` ' �� Senior Project Engineer � .Cone Cone anA SpM Cone and Shear Shear Columner (a) (b) (c) (A) (e) CONCRETE STRENGTH REPORT GME Consultants,Inc. Project and Location: Minnetonka Center for the Arts l�layzata, MlflflesOt2 14000 21st Avenue North Architect/Engineer: ,�ames Dayton Desian Minneapolis,MN 55447 General Contractor: M.A. Mortenson Com a�n� Ph. (763)559-1859 Concrete Contractor: 1111.A. Mortenson Comoanv Fax(�ss)s5s-o72o Ow�r er/I�s�relo�3er: ;�, �V f,, GME Project Number: 9256-A .ebNCRE�E�SUPPLIER: Aggregale Industries PLANT: 1 MIX: H401A1 CUMULATIVE UANTITY: 9�153 YDS =. ! , J� i� SPECIF�ED MIX WAS NOT PLASTICIZED: SLUMP(inch): 3.q�• SPECIFIED AIR CONTENT(%): �7� RE�UIRED STRENGTH AT 28 DAYS: 4000 p51 �` DATE CAST SLUMP(inch) TEMPERATURE -'"' DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- SET NUMBER RECEIVED LOCAT�ON OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR% MIX(�F) AIRq F) TIME TRUCK# TESTED (days) (Ibs) (��) COMPRESSIVE pASS YM • STRENG7H si 17A 8/9/01 South Wall 2 7.0 80 84 1:45 129 8/16 7 29.3 103400 ' �3@90 C 176 8/10/01 Grids(G.5)2-H(2) 9�6 28 ��C West Portion 9/6 28 17D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field AugUSt 16, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit'Neight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Conerete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete � -� Test specimens were cast by GME Consultants,Inc. Test specimens were not cast by GME Consultants-No other information is available � Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 inZ unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Steve Blaser-M.A.Mortenson Company ':- -- � --r-� - ----. - - •• � �l I �:': � • Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design • Concrete Supplier � ' ' �� I am T my A.Haka on,P.E. ___. . ` - J ,' ��a co�.�w sP�a oo�e e,,,s�ee� sh<., oo��m�e, Senior Project Engineer (a) ro) (c) (d) (e) , CONCRETE STRENGTH REPORT GME Consultants,��. Project and Location: Minnetonka Center for the Arts.Wayzata. Minnesota 14000 21st Avenue North ArchitecUEngineer: James DaXton Design Minneapolis,MN 55447 General Contractor: M:A. Mortenson CompanX Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson CompanX Fax(763)559-0720 Own�r/Developer: "i' GME Project Number: 9256-A • 1 CON UPPLIER` Aggregate Induslries PLANT: 1 MIX: H407A7 CUMULATNE OUANTITYc 10/70/56 YDS � r`e; ---- �c �+�>� SPECIFIED V SLUMP(inch): � ~ MIX WAS PLASTICI2ED: 7" SPECIFIED AIR CONTENT(%): �% REQUIRED STRENGTH AT 28 DAYS: 4000 pSl ��' DATE CAST SLUMP(inch) TEMPERATURE �J`� OATE BEFORE AFTER DATE AGE CYL Wf. MAX LOAD(Ibs- COMPRESSIVE SET NUMBER RECEIVED LOCATION Of CONCRETE PLACEMENT P�'°'STICIZER PLAST�CIZER AIR% MIX P F) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) �a�) STRENGTH si PASS Y/N ' 15A 7/23/01 West Wall 7 7.4 85 90 4:00 165 7/30 7 29.1 119500 , �t�30 D 15B 7/24/01 8/20 28 29.1 155900 5510 Y C 15C 8/20 28 29.3 160300 5670 Y C 15D sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field .lUly 30, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Melhod for Unit Weighl,Yield 8 Air Content(Gravimetric)of Concrete AUgUSt 20, 2001 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Melhod ASTM C 231 Standard Test Method for Air Contenl of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete � Test specimens were cast by GME Consultants,Inc. Test specimens were not cast by GME Consultants-No other information is available •. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 inZ unless otherwise noted. Copies To: Types of Fracture ASTM C39 . • Mr.Steve Blaser-M.A.Mortenson Company --- __-.__ --- ----- --- � Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.JamesDayton-James Dayton Design . :i • Concrete Supplier Tammy A.Hakanson,P.E. �� co„ e,„,5,,,;,�,,,,,,,,,,,5,,�„, s,,,,e, coh��,��, Senior Project Engineer (al 1�1 (c) (e) (�) CONCRETE STRENGTH REPORT GME Consultants,��. Project and Location: �Ainnetonka Center for the Arts, Wayzat� Minnesota 14000 21st Avenue Norih ArchitecUEngineer: James Dayton Des�.gn Minneapoiis,MN 55447 General Contractor: M.A. Mortenson Companv Ph. (�s3)s5s-�sss Concrete Contractor: M.A. Mortenson Com a�nX Fax(763)559-0720 OwneNDeveloper: GME Project Number. 9256-A CONCRETE SUPPLIER: Aggregate Industries PLANT: MIX: H401A1 CUMULATNE QUANTITY: 10/1N54 YDS SPECIFIED MIX WAS NOT PLASTICIZED: SLUMP(inch): q^ SPECIFIED AIR CONTENT(°,6): 6+�% REQUIRED STRENGTH AT 28 DAYS: 4000 PSI DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL Wf. MAX LOAD(Ibs- COMPRESSIVE SET NUMBER RECEIVED LOCATION OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR% MIX(°F) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) force) PASS YM • STRENGTH si 16A 8/4/01 Wall 41/2 6.0 84 75 8:15 95 8/13 9 29.0 112200 ,3970 D 16B 8/9/01 Grid 9.9(H-H.6) g/� yg 16C 'The Art Wall" g�� 28 16D SP Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field August 13, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydrautic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete -� Test specimens were cast by GME Consultants,Inc. � Test specimens were not cast by GME Consultants-No other information is available -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 inZ unless otherwise noted. Copies T0: Types of Fracture ASTM C39 • Mr.Steve Blaser-M.A.Mortenson Company ---- — - — — — _ - � � • Mr.Ma�k Strelnieks-M.A.Mortenson Company � i1� ( • Mr.James Dayton-James Oayton Design � ;�, � . `� ` `'�� Concrete Supplier Tammy A.Hakanson,P.E. ----- --_ _... • _ . __ .__ �= c�� o�a a�a 5Pw co�eb 5hee, s�ea, co��m�e, Senior Project Engineer la) Ibl (�) (�q (�) CONC;RETE STRENGTH REPORT � �nnEco�s�,icancs, i►,�. Project and Location: Minnetonka Center for the A�r s. Wayzata. Minnesota 14000 21stAvenue North Architect/Engineer: r Minneapolis,MN 55447 General Contractor: M.A. Mortenson Com�anX Ph. (�s3)55�-�a5� Concrete Contractor: M.A. Mortenson Company Fax(763)559-0720 Owner/Developer: GME Project Number: 9256-A CONCRFTF SUPPIJf-R� A9gregate Industries PLANI': 2 MIX� 403N1 CUMUT ATIVF OUANT�TY�. 7.5l7.5 YDS SPECIFIED ' MIX WAS PI ASTICI7[D: SLUMP(inch): 3-4" SPFCIfIED AIR CONTENT(%): N/A R[qUIRFD STR[NGTH AT 28 D�YS� 4000 PSI DATE CAST SLUMP(inch) TFMP[RATUR[ DAT[ �EFORE AFTER DATE AGF CYL VJ�. MAX LOAD(Ibs- COMPRESSIVE SET NUMF3ER RECENt:D �OC�TION OF CONCRFT[PIAC[MENT PLASTICIZER PLASTIC2ER AIR% MIX PF) AIR9 F) TIME TRUCK# TESTED (days) (Ibs) force) STRENGTH si PASS Y/N ' 14A 7/12/01 Column Footings 4 IIO 83 230 93 7/19 7 30.3 13J700 4940 D 14B 7/13/01 Grid 6.7(Q-F) 8/9 28 14C Grid 7(A.5-F) 8/9 28 14D Grid 2(l1.5-F.5) sp Date Reporl Prepared: ASTM C 31 Standard Praclice for Making and Curing Concrete Test Sper,imens in the Field July 19, 2001 ASTM C 39 Standard Test Method for Compressive Strenglh of Cylindrical Concrete Test Specimens , ASTM C 94 Standard Specification(or Ready-Mix Concrete ASTM C 138 Standard Tesl Method for Unit Weight,Yield&Air Content(Gravimetric)of Concreie ��LE ASTM C 1A3 Standard Test Method(or Slump of Hydraulic Cement Concrete r1L � ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete � ASTM C 173 Stanclard Tes(Melhod for Air Conlent o(Freshly Mixed Concrele by ihe Volumetric Method CC ASTM C 231 Slandard Test Method(or Air Content of Freshly Mixed Concrele by the Pressure Method C`. � � ASTM C 1064 Standard Test Melhod for Temperature of Freshly Mixed Portland Cement Concrete � � �r Ci�+ - / �� -+ Test specimens were cast by GME Consultants,Inc. CC JUl � � 2 Test specimens were not cast by GME Consultants-No olher information is available 1�,, oo� -» Test specimens were cast in 6"x 12"molds net cross-sectional area of 2f3.27 in2 unless otherwise noted. rV l A• 'V'(.-.�R�.� . Nsp� . CopleS To: Types of Fracture ASTM C39 ' ' • Mr.Gary Gleason,P.E.-M.A.Mortenson Company ^ �� • Mr.Mark Schalbly-M.A.Mortenson Company • Concrete Supplier , . . . i �_, I ; Tammy A.Hakanson, .E. ` -- — ' --- ��„e �o„t.e,w Su,;,�.,,,e eM,��o, ;,,,,.,, �:o�,�,,,�,r, Senior Project Fngineer (ul Ibl (a:� lJ) (e) CONCRETE STRENGTH REPORT GME Consultants, ��. Project and Location: f.�innetonka Center for th�Arts Wayzata. Minnesot� 14000 21st Avenue NoAh Architect/Engineer: �' Minneapolis,MN 55447 General Contractor: M.A. Mortenson CompanX Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson CompanX Fax(763)559-0720 Owner/Developer: GME Project Number: 9256_A CONCRETE SUPPI.IER: Aggregale Induslries PLANT: 8� MIX: 403N1 CUMULATIVE�UANTITY: 9�� YDS SPECIFIED MtX WAS NOT PI.ASTICIZFD: SLUMP(inch): 3-4" SPECIFIED AIR CONTENT(°�): N/A REQIIIRED STRENGTH AT 28 pAYS: 4000 PSI DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL 1N�. MAX LOAD(Ibs- COMPRESSNE SET NUM[3ER RECEIVED LOCATION OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR°� MIX(°F) AIR9 F) TIME TRUCK# TESTED (days) (Ibs) force) STRENGTH si PASS YM ' 13A 7/11/01 Column Pads 2 3/4 78 90 2:10 236 7/18 7 30.3 119500 4230 C 136 7/13/01 G(6.7).G(7),H(7),H(6.7) 8/8 28 13C J(6.3).J(6.7),J(7),J.1(7) 8/8 28 13D SP Date Report Prepared: ASTM C 31 Standard Praclice for Making and Curing Concrete Tesl Specimens in lhe field .lUly 18, 2001 ASTM C 39 Standard Test Method for Compressive Strenglh of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Praclice(or Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Melhod ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete » Test specimens were cast by GME Consultants,Inc. Test specimens were not cast by GMG Consultants-No other information is available -. Test specimens were cast in 6"x 12"molds nel cross-sectional area of 28.27 in2 unless otherwise noted. CopieS To: Types of Fractura ASTM C39 • Mr.Gary Gleason,P.E.-M.A.Morlenson Company ' � • Mr.Mark Schalbly-M.A.Mortenson Company � � ,-��., , "'� � Concrete Supplier , � `�,. ' � , `'`J ---_ a . a , . . :: TmmyAH onPE �o� �o�aM�Sp�� a��5�,a., 5,,,,, ��,�,,,•� Senior Project Engineer (al Ib) n(c) Id) (e1 C�NGRETE STRENGTH REPORT � GME Consultants,�n�. Project and Location: Minne�onka Center for the Arts Wayzata. Minnesota �a000 2�st Avenue North Architect/Engineer: Minneapo�is,MN 55447 General Contractor: �A,A Mortenson Companv Ph. (763)559-1859 Concrete Contractor: M.A Morten�2n Com�anX Fax(7s3)559-o720 Owner/Developer: GME Project Number: 9256-A CONCRETE SUPPLIER: Aggregate Induslries PLANT: � M�x 403N1 CUMULATNE QUANTITY: 9127 YDS SPECIFIED SLUMP(inch): 3-4" SPECIFIED AIR CONTENT(96): p 5+1% RE�UIRED STRENGTH AT 28 DAYS: . 4000 PS� MIX WAS NOT PLASTICIZFD� DATE CAST SLUMP(inch) TEMPERATURE DATE BEfORE AfTER DATE AGE CYL Wf. MAX LOAD(�s- COMPRESSNE . SET NUMBER RECEIVED PLASTICIZER PLASTICIZC-R AIR% MIX PF) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) (orce) PASS YM LOCATION OF CONCRETE PLACEMENT STRENGTH si 6A 6/20/01 Footings 6 2.0 76 80 2:45 233 6/27 7 30.3 109700 3880 � 6g G/21/01 Grid 13(V-Z) 7/18 28 30.3 153100 5420 Y C 7/18 28 30.3 158400 5600 Y C 6C 6D SP Date Report Prepared: ASTM C 31 Standard Practice fo�Making and Curing Concrete Test Specimens in the Field .lUn2 27, 2001 ASTM C 39 Standard Test Melhod for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weighl,Yield 8 Air Content(Gravimetric)of Concrete JUIy 18, 2001 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Meihod ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Slandard Test Method(or Temperature of Freshly Mixed Portland Cement Concrete -� Tesl specimens were cast by GME Consultants,Inc. Test specimens were not cast by GME Consultants-No other information is available � -► Test specimens were casl in 6"x 12"molds net cross-sectional area of 28.27 inZ unless otherwise noted. _ • Copies To: Types of Fracture ASTM C39 ' ' • Mr.Gary Gleason,P.E.-M.A.Mortenson Company T �. � Mr.Mark Schalbly-M.A.Mortenson Company � ' • Concrete Supplier • ��., Tammy A.Hakanson,P.E. co�� co��a�w s��u coon orw snoor s��a� c��"��°� Senior Project Engineer la) NI l�l fJl lal CQNCRETE STRENGTH REPORT �'"E c°"S"�ta"tS,�"�. 14000 21 st Avenue North Project and Location: Minne onka en er or t e Art Wa a inn s a r Minneapolis,MN 55447 ArchitecUEngineer: Ph. (�s3)55s-�s5s General Contractor: M A Mortens�� 'om�anv Fax(763)559-0720 Concrete Contractor: M A Mo►tenson Com�anv Owner/Developer: GME Project Number: 9256-A CUMULATIVE QUANTITY: YDS PLANT: MIX: CONCRETE SUPPLIER: SPECIFIED REQU�RED STRENGTH AT 28 DAYS: 4000 PSi SLUMP(inch): SPECIFIED AIR CONTENT(%): MIX WAS NOT PLASTICIZED: SLUMP(inch) TEMPERATURE DATE CAST DATE AGE CYL WT. MAX LOAD(ibs- COMPRESSNE PASS YM ' DATE BEFORE AFTER TIME TRUCK# TESTED (days) (�bs) ��) STRENGTH(psi) SET NUMBER RECENED LOCATION OF CONCRETE PLACEMENT P�`STICIZER PLASTICIZER AIR h MIX(°f) AIRq F) 7/g 7 30.3 120200 4250 � 9A 7/2l2001 Footing 7/30 28 gg 7/5/2001 Line(SV� 7/30 28 9C Date Report Prepared: July 9, 2001 ASTM C 31 Standard Praciice for Making and Curing Concrete Test Specimens in the Field ASTM C 39 Standard Test Method for Compressive Strenglh of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weighl,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Slandard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Contenl of Freshly Mixed Concrete by the Pressure Method ASTM C 106A Standard Test Melhod for Temperature of Freshly Mixed Portland Cement Concrete -• Test specime�s were cast by GME Consultants,Inc. Test specimens were not cast by GME Consultants-No other information is available ... Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless olherwise noted. Types of Fracture ASTM C39 Copies To: ,_ _._._ ------ ___ . -- • Mr.Gary Gleason,P.E.-M.A.Mortenson Company _ ___. • Mr.Mark Schalbly-M.A.Mortenson Company � • Concrete Supplier , :`�� Tammy A.Hakanson,P.E. __— _--_ ---- ---- Senior Project Engineer Con� Con and SPlil Lon •nA SMar SA�a Colum •r ' . 1�� p� •Icl lal r �•�n CONCRETE STRENGTH REPORT � , GME Consultants,Inc. Project and Location: i inetonka Center for the Arts. Wa z a innesota ' 14000 21st Avenue North Architect/Engineer: nninneapoiis,MN 55447 General Contractor: M.A. Mortenson CompanX Pn. (�ss)55s-�a5s Concrete Contractor: M.A• Mortenson omp��( • Fax(763)559-0720 Owner/Developer: GME Project Number: 9256-A CONCRETE SUPPLIER: Aggregate Induslries PLANT: 2 MIX: 403N1 CUMULATIVE QUANTITY: �•��5 YDS SPECIFIED MIX WAS Pt_ASTICIZED: SLUMP(inch): 3-4" SPECIFIED AIR CONTENT(%): N/A REQUIRED STRENGTH AT 28 DAYS 4000 pSI DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- COMPRESSIVE SET NUMBER RECEIVED LOCATION OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR% MIX P F) AIRQ F) TIME TRUCK il TESTED (days) (Ibs) force) STRENGTH si PASS YM ' 14A 7/12/01 Column Footings 4 80 83 2:30 93 7/19 7 30.3 139700 4940 D 146 7/13/01 Grid 6.7(B-F) 8/9 28 14C Grid 7(A.5-F) 8/9 28 14D Grid 2(A.5-F.5) sp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Tesl Specimens in the Field JUIy 19, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Slandard SpeciFication for Ready-Mix Concrete ASTM C 138 Standard Test Melhod for Unit Weight,Yield 8 Air Content(Gravimetric)of Concrete ASTM C 143 Standard Tesl Melhod for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Slandard Test Method(or Air Content of Freshly Mixed Concrele by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Melhod for Temperature of Freshly Mixed Portland Cement Concrete -+ Test specimens were cast by GME Consultants,Inc. • Test specimens were not cast by GME Consultants-No other information is available -. Tesl specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: • Types of Fracture ASTM C39 . • Mr.Gary Gleason,P.E.-M.A.Mortenson Company � • Mr.Mark Schalbly-M.A.Mortenson Company • Concrete Supplier , :� Tammy A.Hakanson, .E. Cu�w Cone u�M SyIA Conu unl Sl�ue� Shexr Cnh�nm�� Senior Project Engineer l+) Ib1 Ic) (A) (el CONCRETE STRENGTH REPORT � GME Consultants,�n�. Project and Location: MinnPtnnk� Center for the Arts Wayzata Minnesota 14000 21st Avenue No�th ArchitecVEngineer. MinneaPo�is,MN 55447 General Contractor: M A Mortenson Com�anv Ph. (763)559-1859 Concrete Contractor: M A. Mortenson Companv Fax(763)559-0720 OwnerlDeveloper: GME Project Number: 9 5 - CONCRETE SUPPI.IER: A99regale Induslries PLANT: 8 MIX: 403N1 CUMULATIVE�UANTITY: 9�� YDS SPECIFIED MIX WAS NOT PLASTtC�ZED� SLUMP(inch): 3�!" SPECIFIED AIR CONTENT(%): N/A RE�UIRED STRENGTH AT 28 DAYS: 4000 PSI DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER �nTE AGE CYL WT. MAX LOAD(Ibs- COMPRESSNE SET NUMOER RECEIVED LOCATION OF CONCRETE PLACEMENT P�`STICI2ER PLASTICIZER AIR% MIX P F) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) (orce) STRENGTH si PASS Y/N ' 13A 7/11/01 Column Pads 2 3/4 78 90 2:10 236 7/18 7 30.3 119500 4230 C 136 7/13/01 G(6.7),G(7),H(7).H(6.7) 8/8 28 13C J(6.3).J(6.7),J(7).J.1(7) 8J8 28 13D SP Date Repon Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field JUIy 18, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Tesl Melhod for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Melhod for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Conlent of Freshly Mixed Concrete by the Pressure Melhod ASTM C 10G4 Standard Test Method for Temperature of Freshly Mixed Porlland Cement Concrete -� Test specimens were cast by GME Consultants,Inc. Test specimens were not cast by GME Consultants-No other information is available -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Coples To: Types of Fracture ASTM C39 . • Mr.Gary Gleason,P.E.-M.A.Mortenson Company � � • Mr.Mark Schalbly-M.A.MoRenson Company • Concrete Supplier , �'\ � Tammy A.Ha on,P.E. �o�e ��,.c aM�S��„�o.�r�.�,S��o, �,,ey, ��,1111111ef Senior Project Engineer lal lbl (c) IJI lcI CONCRETE STRENGTH REPORT GME Consultants,�n�. Project and Location: Min�etonka Center for the Arts Wayzata Minnesota 14000 21st Avenue North Architect/Engineer: Minneapoiis,MN 55447 General Contractor: M A. Mortenson CQmpany Ph. (763)559-1859 Concrete Contractor. M.A Mortenson Com an Fax(763)559-0720 Owner/Developer. GME Project Number: 9256-A CONCRETE SUPPLIER: A99regale Induslries PLANT: MIX: 403NI CUMU�ATIVE QUANTITY: 9��» YDS SPECIFIED MIX WAS NOT PI.ASTICIZED: SLUMP(inch): 3-4" SPECIFIED AIR CONTENT(%): NA REOUIRED STRFNGTH AT 28 DAYS: 4000 P51 DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL Wf. MAl(LOAD(Ibs- COMPRESSIVE . SET NUMBER RECENED LOCATION OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR 96 MIX P F) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) force) STRENGTH si PASS Y/N 7A 6/22/01 Piers 2 3/4 70 73 130 235 6/29 7 30.2 116400 4120 D 78 6/25/U1 Grid line 13 7/20 28 30.4 170000 6010 Y D �C 7/20 28 30.4 160300 5670 Y D 7D SP Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field June 29, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete .lUly 20, 2001 ASTM C 143 Slandard Test Melhod for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Melhod for Air Content of Freshly Mixed Concrete by the Volumetric Melhod ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method C /�1 � � � � ASTM C 1064 Standard Test Method For Temperature of Freshly Mixed Portland Cement Concrete G �� JUL 2 4 2001 -► Test specimens were cast by GME Consultants,Inc. Test specimens were not cast by GME Consuttants-No other information is available -. Test specimens were cast in s"x�2"molds net cross-sectional area of 28.27 inZ unless otherwise noted. M• A. MUHTENSUN Copies To: Types of Fracture ASTM C39 • Mr.Gary Gleason,P.E.-M.A.Mohenson Company ____,______ � Mr.Mark Schalbly-M.A.Mortenson Company I q - • Concrete Supplier . :'\ � f�l Tammy . kanson,P.E. : , ;� - Senior Pro'ect En ineer co�o co„ ��K�s�.in�a� .�.i si��o� si�eb� cow�m��«� ) 9 l+�) 10) �lry. l�l (e) CONC.RETE STRENGTH REPORT GME Consultants,�n�. Project and Location: Minnetonka Center for the Arts.Wayzata. Minnesota 14000 21st Avenue North Architect/Engineer: Minneapotis,MN 55447 General Contractor: M.A. Mortenson ComRanx Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson Companv Fax(763)559-0720 Owner/Developer. GME Project Number: 9256-A CONCRETE SUPPLIER: Aggregate Industries 1 PLANT: MIX� 403N1 CUMULATIVE DUANTITY: 9� YOS SPECIFIED MIX WAS NOT PLASTICIZED: SLUMP(inch): 4" SPECIFIED AIR CONTENT(%): N/A REOUtRED STRENGTH AT 28 DAYS: 4000 R1SI DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL Wf. MAX LOAD(Ibs- COMPRESSIVE SET NUMBER RECEIVED LOCATtON OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR� MIX('F) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) force) STRENGTH g� PASS YM ' 10A 7/3/01 Footings 3 3/4 78 80 2:40 88 7/10 7 30.1 116300 4110 D - 10B 7/10/01 30'west of(N-P)5 7/31 28 30.0 144800 5120 Y D 10C Piers 7/31 28 30.2 151300 5350 Y D G5,(U-S) (U-99),(U-Z) Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field .lUly 12, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete July 31, 2001 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Praclice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete -� Test specimens were cast by GME Consultants,Inc. Test specimens were not cast by GME Consultants-No other information is available � Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copi@S To: Types of Fracture ASTM C39 , • Mr.Steve Blaser-M.A.Mortenson Company • Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design. :1 � Concrete Supplier Tammy A.Hakanson,P.E. _ _ -- - . - co� co�e eM,s„��co�o e�a shae� snee� ��m�a� Senior Project Engineer (a) (b) (c) (d) (e) CaNCRETE STRENGTH REPORT GME Consultants,��. Project and Location: Minnetonka Center for the Arts. Wayzata. Minnesota 14000 21st Avenue North ArchitecUEngineer: Minneapoiis,MN 55447 General Contractor: M.A. Mortenson Com�anv Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson Companv Fax(763)559-0720 Owner/Developer: GME Project Number: 9256-A CONCRETE SUPPLIER: A99regate Industries PLANT: MIX: 406N1 CUMULATIVE QUANTITY: 9�`��`�55 YDS SPECIFIED MIX WAS PLASTICIZED: SLUMP(inch): 6+�_z- SPECIFIED AIR CONTENT(h): N/A REOl11RED STRENGTH AT 28 DAYS: 4000 P51 DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL Wf. MAX LOAD(�s- COMPRESSNE SET NUMBER RECEIVED LOCATION OF CONCRETE PLACEMENT P�`STICIZER PLASTICIZER AtR X MIX PF) AIRQ F) TIME TRUCK# TESTED (days) (�S) fO�� STRENGTH g� PASS Y/N ' 11A 7/9/01 Footings 5 3/4 2.4 84 84 1:58 93 7/16 7 30.4 145000 5130 D 11 B 7/11/01 (M-X)&(8-12) 8/6 28 30.5 164000 5800 Y C ��C 8/6 28 30.5 169100 5980 Y C 11D SP Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field JUIy 16, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens � ASTM C 94 Standard Specification for Ready-Mix Conaete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete AugUSt 6, 2001 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshiy Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete � Test specimens were cast by GME Consultants,Inc. Test specimens were nol cast by GME Consultants-No other information is available -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Coples To: Types of Fracture ASTM C39 • Mr.Steve Blaser-M.A.Mortenson Company � Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design. :'� • Concrete Suppiier Tammy A.Hakanson,P.E. ___ _..� ....-- cono caoo aon sp�a c000 am sneer � sne�r cowmoer Senior Project Engineer (al Ib) Ic) ld) lel CQNCRETE STRENGTH REPORT GME Consultants,�n�. Project and Location: Minnetonka Center for the Arts.Wayzata. Minnesota 14000 21st Avenue North Architect/Engineer: nninneapoiis,MN 55447 General Contractor: M A Mortenson Companv Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson Companv Fax(7s3)55s-o�2o OwneNDeveloper: GME Project Number: 9256-A CONCRETE SUPPLIER� P�T� � MIX: CUMULATIVE�UANTITY: YDS SPECIFIEO SLUMP(inch): SPECIFIED AIR CONTENT(�): REQUIRED STRENGTH AT 28 DAYS: 4000 P51 MIX WAS NOT PLASTICIZEO: DATE CAST SLUMP(inch) TEMPERATURE � DATE BEFORE AFTER DATE AGE CYl WT. MAX LOAD(Ibs- COMPRESSNE SET NUMBER RECENED LOCAT�ON OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR S6 MIX PF) AIRQ F) TIME TRUCK# TESTED (days) (ros) �0�1 STRENGTH si PASS Y/N • 9A 7/2/01 Footing 7/9 7 30.3 120200 4250 D 9B 7!5l01 Line(SV1n 7/30 28 30.3 159900 5660 Y D 9C 7/30 28 30.5 159200 5630 Y C Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field .lUly 9, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Tesl Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete July 30, 2001 . ASTM C 143 Standard Test Method(or Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cemenl Concrete �+ Test specimens were cast by GME Consultants,Inc. Test specimens were not cast by GME Consultants-No other information is available -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 inZ unless otherwise noted. Copies To: Types of Fracture ASTM C39 • — -- —� .. — _ _---- .... -- � Mr.Steve Blaser-M.A.Mortenson Company � • Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design . • Concrete Supplier I' Tammy A.Hakanson,P.E. '--- __ _-- — ---�' `__ __ �o� �a�.�5��e�e ab S�e., S�e„ oo,�m�e, Senior Project Engineer �e� �o� c�� ca, ca> CON��ETE STRENGTH REPORT �MEco�su�ta�ts,��. Project and Location: Minnetonka Center for the Arts Wayzata Minnesota 14000 21st Avenue North Architect/Engineer: nninneapoiis,MN 55447 General Contractor: M.A. Mortenson Com�anv Pn. (�s3)55s-�s5s Concrete Contractor: M.A. Mortenson Com�.anX Fax(763)559-0720 Owner/Developer: GME Project Number: 9256-A CONCRETE SUPPLIER: Aggregate Industries PLANT: 1 MIX: H401A1 CUMULATIVE�UANTITY: 1a1W56 YDS SPECIFIED MIX WAS PLASTICIZED: SLUMP(inch): 7�� SPECIFIED AIR CONTENT(°�): 7 h REOUIRED STRENGTH AT 28 DAYS� 4000 PSI DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- COMPRESSIVE SET NUMBER RECENED LOCATION OF CONCRETE PLACEMENT P�STICIZER PLASTICI2ER AIR% MIX P F) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) force) STRENGTH si PASS Y/N ' 15A 7/23/01 West Wall 7 7.4 85 90 4:00 165 7/30 7 29.1 119500 4230 D 156 7/24/01 8/20 28 15C 8/20 28 15D SP Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field .lUly 30, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Slandard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Melhod ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete � Test specimens were cast by GME Consultants,Inc. Test specimens were nol cast by GME Consultants-No other information is available -+ Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Opies To: Types of Fracture ASTM C39 � • Mr.Steve Blaser-M.A.Mortenson Company ---- -� -- ---- -- - :- . � Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design , :'�. • Concrete Supplier Tammy A.Hakanso ,P.E. ' - = `---- __.__ �.•__ co�e co��a.m sPia cona.�,d snaar sn�ar cow�,�a, Senior Project Engineer le1 lb) l�l (�) fe) CC�NG'RETE STRENGTH REPORT cnne co�suitants,in�. Project and Location: ��netonha Center for the Arts Wayzata Minnesota 1a000 21st Avenue North * Minneapolis,MN 55447 Architect/Engineer: General Contractor: M A Mortenson Com�an�t Ph. (763)559-1859 Concrete Contractor: ��A Mo enson Companv Fax��ss>5ss-o�2o Owner/Developer: GME Project Number: 9256-A NCRE PPLI • Aggregeta Industrles P�T� Z MIX: 403N1 C M LATI UANTIIY: 7•6/7.5 YDS SPECIFIED 4000 pSI SLUMP(inch): q^ SPECIFIED AIR CONTENT(°h): N/A RE UIRED TRENGTH AT 28 DA S: MIX WAS P TICIZ D: DATE CAST SLUMP(inch) TEMPERATURE • DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- COMPRESSIVE . 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 STRENGTN si 12A 7I10/01 Columns 61/2 80 93 2:30 242 7/17 7 30.3 116900 4140 D 12g 7/11/01 Grid 5 $�� Z$ 12C Elevator wali Grid K 8�7 28 12D &the two columns at K,9 Sp Date Report Prepared: ASTM C 31 Siandard Practice for Making and Curing Concrete Test Specimens in ihe Field ,July 17, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specim�1� ASTM C 94 Standard Specificalion for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Conient(Gravimetric)of Concrete �``� ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete �� ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Siandard Tesi Method for Afr Content of Freshly Mixed Concrete by the Volumetric Meth(c�,(i � G �' / �`� � ASTM C 231 Standard Test Method for Air Content of Freshiy Mfxed Concrete by the Pressure Method CC d �/ ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete � �U� 1 9 2�p� CC -� Test specimens were cast by GME Consultants,lnc. Test specimens were not cast by GME Consultants-No olher information is available M A ��HrE�S(�� •. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 uniess otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Gary Gleason,P.E.-M.A.Mortenson Company ;;� • Mr.Mark Schalbly-M.A.Mortenson Company , • Concrete Supplier . '` ``� l Tammy A.Hakanson,P.E. — —' ` - --` --- :: � Cone Co�w end sp6t Corre aM ehear Sheer CoNmn�r Senior Project Engineer (4) fb) (c) (d) (�) liUNl.:Kt I � 5 I tCCNI� I ti Ktt''VK 1 GMEConsultants,lnc. Project and Location: ;"innetonka Genter for the A�ts.Wayzata�Minnesota �4000 2tst Avenue North Architect/Engineer: �ECE�� Minneapolis,MN 55447 General Contractor: M.A. Mortenson_Comnanv ' Ph. (783)559-1859 Concrete Contractor: M A Mortenson Gom�nv, JUL �� 2�� Fax(783)559-0720 OwneNDeveloper: , �OC�P+C1��1 GME Project Number. �� Appregets Induttriea PLANT: q 9/9H7 YDS 8PECIFIED SLUMP��Ch$ 3.q• SPECIFIEp AIR CONTENT(96): � 4�O p!I DA7E CA8T SLUMP(inch) TEMPERATURE DATE BEFORE AFTER OAlE AOE CYL WT. MAX LbAD(Ibi- C�MPRESBNE � SET NUMBER RECEIVEO PLASTICIZER PLASTICIZER AIR% MIX P� AIIiR � TIME TRUCK k TESTED (dnn) (Ibs) tora) PA88 Y O 7A 8/22/01 P(era 2 3/4 70 73 1:30 235 B/29 7 30.2 118400 4120 D 78 8l25/01 G�id Hne 13 7/20 28 30.4 17Q000 6010 Y D �C . 7/20 28 30.4 160300 56T0 Y D 7D ep ' � Date Report Prepared: AS7M C 31 8tandard PracBce for Makfng and Cudng Concrete Test Specimena in the Fleld June 29, 2001 AS7M C 39 StandaM Teat Method fo�Compreaaive Strength of Cylind�ical Concrete Teat Specimens ASTM C 94 Standarcl Speciflcation for Ready-Mfx Concrete � ASTM C 138 StandaM Test Method for UnR Weight,Y(eid 8 Air Content(Gravimetric)of Concrete ,luly 20, 2001 ASTM C 143 Standard Test Method for 81ump of HydraWlc Cement Concrete ASTM C 1T2 Standard Practice for Sampling Freahy Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method • ASTM C 231 Standard Test Method for Air Content of Freshly Mi�ced Concrete by ihe Pressure Method ASTM C 1084 Standard Test Method for Temperature of Freshty Mixed Portland Cement Concrete -► Test specimens were cast by GME Consuitants,lnc. Test apecimens were not cast by GME Consultanta-No other information is available •. Test specimens were cast(n 8"x 12"molds net cross-sectional area of 28.271na unless otherwise noted. Copies To: � Typea of Fracture ASTM C39 �...—. _....,._ .--- ...----- ^- � • • Mr.Gary Gieason,P.E.-M.A.Morlenson Compamr ; � �: ...__.___._� � ;! I �. • Mr.Mark Schalbly-M.A.Mortenson Company '• ;� i° .; • Concrete Suppiler � �1 j � �\ '� Tammy kanson,P.E. � coM Coro�M spw Ca+e�nd sn��r eMr �"�p1°� Sentor ProJect Engineer 1�) (b) la) <a0 (�) ' �O,NCRETE �STRENGTH REPORT GME�o�s��t��c�,�n�. Project and Location: Minnetonka Center for the Arts. Wayzata. Minnesota � la000 2tst Avenue North ArchitecUEngineer: Minneapolis,MN 55447 General Contractor. M.A. Mortenson Comnanv Ph. (763)559-1859 Concrete Contractor. flQ.A. Mortenson Comnanv . Fax(�s3>55s-o�2a Owner/Developer: � GME Pro)ect Number: 9256-A � Apprepete inckwtriea PLANT. 2 qp � : e/el52 YDS &PECIFIED SLUMP(kuh): 3.q�� gpECiPIED A�i CONTENT(%): � 4000 P8) DATE CA$T BLUMP(ineh) TEMPERATURE pqTE BEFORE AFTER DATE AGE Cri 4VT. MAX LOAD(Ibs- COMPRES811/E SET NUMBER RECEIYED PLASTICIZER PIASTICIZER AIR% MIX P F) AIRq F) TIME TRUCK A TESTED (days) (Ibe) forea) PASS Y1N 8A 8/27/01 Footin a 4 85 96 2,10 241 7/8 8 30 113800 4020 � 88 8/28/01 (3.G-2.G)-(2.G-2.G) 7/25 28 30.8 155800 8500 Y D 8C Columns 7/25 28 30.5 148900 SZ70 Y C 8p 2J,2.8J,3J,3.9J sp � Date Report Prepared: ABTM C 31 Standard Prec�ce for Making and Curing Concrete Test SpeGmena In the Fieid July 5,2001 ASTM C 39 Standard Test Method for Compresaive Strength of Cylindricel Concrele Teat Specimena ASTM C 94 Stenderd Spedfication for Ready-Mix Concrete ASTM C 138 Sta�daM Teat Method for Unit Welght,Yield�Air Content(Grevimetric)of Concrete JUIy 25, 2001 ASTM C 143 Starxlard Test Method for Slump of HydrauUc Cement Concrete ASTM C 172 StandaM Pradioe for Sampling Freahly Mixed Concrete ASTM C 173 Slanderd Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Siendard Test Melhod for Alr Content of Freshly M1xed Concrete by the Pressure Method . ASTM C 1084 Standard Test Meihod for Temperature of Freshly Mixed Portland Cement Concrete � • Test s dmens were cast b GME Consultanta,Inc. �� ,� � Y JU� � ,.,. Teat specimena were not cast by GME Consultants-No other informadon is evailable � � •% �7�n • 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 �� .��y� pi88 To: Typea ot Fracture ASTM C39 �/YS,�N � Mr.Gary Gleason,P.E.-M.A.Morlenson Company ; !; • Mr.Mark Schalbly-MA.Mortenson Company ; `� �• , :: • Concrate Supplier ' ,,:� '� i ; ' �� j Tammy A.Hak ns ,P.E. con� coM�ed sou��shear sn�er cowmnsr Senlor ProJect Engineer (s) (b) (� <N M CONGRETE STRENC3TH REPORT GMe cons�ttants,�n�. Project and Location: "."Inn�tonka Genter for the Arts.Wayzata. Minnesota � � 14000 21st Avenue North ArchitecUEngineer: R EC E I V�� Minneapoits,MN 55447 Generai Contractor: M A Mortenson Comnanv Ph. (763)5s9-1859 Concrete Contractor: M A Mortenson Com{�anv JUL 1 S ZOO� Fax(763)559-0720 Owner/D'eveloper: � GME Project Number: 9256-A Aggrepate IndumWee PLANT: T 9.5/9.5IS5 Y03 SPECIFIED M A � SLUMP(ineh�: g+7-2" BPECIFIE�AIR CONTENT(%): 40�� pa( DATE CAST SLUMP(Ineh) TEMPERATURE DATE BEFORE AFTER DATE Al3E CYl V1IT. MAX LOAD(�s- COMPRESSNE . SkT NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR 96 MIX P FJ AIRQ F) TIME TRUCK N TEBTED (deys) (Ibt). taca) PASS YM 11A 7/9/01 Footings 5 3/4 2.4 84 84 1:58 93 7/16 7 30.4 145000 5130 D 118 7/11I01 (M-X)&(8-12) ' 8/8 28 11 C 8/6 28 11 D aP Date Report Prepared: ASTM C 31 Standard Pract(ce for Making and Curing Concrete Test Specimens fn the Ffeld JUIy 16, 2001 ASTM C 39 Standard 7est Method for Compressive Strength oi Cylindrical Concrete Test Specimens A3TM C 94 Standard Specfficatlon for Ready-Mix Concrete ASTM C 138 Standerd Teat Method for Unit Weight,Yield&Air Content(Grevimetric)of Goncrete ASTM C 143 Standard Test Mathod for Slump of Hydraulic Cement Concxete ASTM C 172 Standard Practice for Sampling Frest�r Mixed Concrete ASTM C 173 Stenderd Teat Method for Air Content of Freshly Mixed Concrete by the Volumetric Method • ASTM C 231 Standard Teat Method for Air Gontent of Fresh�y Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Meihod for Tempereture of Freshly Mixed Po�tland Cement Concrete -• Test specimens were casl by GME Consultants,Inc. Test spedmens were not cast by GME Consultants-No other information is evailable .. Test specimens were cast in 6"x 12"moids nei cross-sectional area of 28.27 inz unless otherwise noted. Copi@S To: Types of Fracture ASTM C38 _.._ __ ...... ___�. --...._ ...�.. • Mr.Gary Gleason,P.E:M.A.AAorlenson Company ; �'s :3 • Mr.Mark Schalbly-M.A.Mortenson Company �: • Concrete Supplier � i �� \ Temmy A.Heka�son,P.E. � Con� Cen��nd B�dN Cona aM eha�r SM�r ��r Senior Project Engineer ls) lb/ fW h0 !�) GONCRETE S ( I��NC� I H Ktt�UK i �nnE consuitants,inc. Project and Location: ,�,^innetonka Genter f r the Arts Way7ata. Minnesota 1a00021stAvenue North Minneapolis,MN 55447 ArchitecUEngineer: ph. (783)558-1859 General Contractor. -"-" Q �^-ortenson Gom�anv Concrete Contractor: ��A hAertenson Gom a�nv Fax(783)559-0720 Owner/Developer: GME Project Number. 9256-A Apprepats IndwUle� PLANT: � B127 YD8 SPECIFIED SCUMP(inch): 3.{• SPECIFIED AIR CONTENT l%$ + 4000 ps� DATE CABT 8LUMP(Mch� TEMPERATURE DATE BHFORE AFTER DATE AOE CYL Wf. MAX LOAD(ba ��P�SS� P�Y � 6ET NUMBER RECEIVED � PLA8TICI2ER PLASTIC�ZER AIR% MIX P F) AIRQ F) TIME TRUCK N 1'ESTEO (daye) (Ib�) torce) 8A 6/20/01 Footinga 8 2.0 76 80 2:45 233 8/27 7 30.3 109700 3880 � 86 8J21/01 Orid 13(V-Z) 7/18 28 30.3 153100 6420 Y, C 7/18 28 30.3 158400 6600 Y C 6C 6 6D ' Dete Report Prepared: A3TM C 31 Standard Practi�for Meking and Curfng Concrete Test Specimena In the Field ,1U11@ 27, 2001. ASTM C 39 Standard Test Method for Compressive SUength of Cyifndricel Concrete Test Specimens ASTM C 94 Stenderd SpeciBcation for Ready-Mix Concrete Jul 18, 2001 A3tM C 138 Standard Test Melhod for Unit Weight,Yield&Alr Content(GravlmeMc)of Concrete y ASTM C.143 StandaM Teat Method for Slump oi Hydreulic Cement Conaeta ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Teat Method for Air Contenk of Freahly Mixed Concrete by the Volumetr(c Method ASTM C 231 StandaM Test Method for A(r Content of Freshly Mixed Concrete by the Pressure Method E � � I V E ASTM C 1064 Standard Test Method for Tempereture of Freshiy Mixed Portland Cement Concrete - JUL ZO 2001 -► Test specimens were cast by GME Consultents,Ina Test specimena were not cast by GME Consultants-No other information is ava(lable �, A, MORTENSON .. Test spec(mens were cast in B"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Typea of Fracture ASTM C39 f opies Ta: . -1 . • Mr.Gery Gleason,P.E.-M.A.Mortenson Company '{ • Mr.Mark Schalbly-M.A.Mortenson Company !! � E ,� ;E ' � Concrete Supplier � i ;� �, r �; Tammy A.Hakanson,P.E. � • ��' . i � :• � co�. coM.�a�o�w coM.�a sn... an... �°'�•� Senior Project Engineer c,� t�> �w c�n �•> CONCRETE STRENGTH REPORT �MEconsutta�ts,�nc. 14000 21 st Avenue North Project and Location: p�innetonka Center for the Arts Wayzata Minnesota Mtnneapolis,MN 554a7 Architect/Engineer: Ph, (763)559-1859 General Contractor: ��A h"ortenson Comeanv Fax(763)559-0720 Concrete Contractor: pA A R�orten�on Gomoanv � Owner/Developer: GME Project Number. �-8 U 9.6/9.5J55 YDS Appnpals IndusMee PLANT: IX &PECIFIED 4000 ps� SLUMP(k�di): g+�-p" SPECIFIED AIR CONTENT(9t): 1 CI DATE CA3T 8LUMP(inch) TEMPERATURE �.� BEFORE AFTER DATE AOE CYL WT. MAX�DAD I��' �pMPRE881VE pA83 YM ' PLASTICIZER PLASTICtZER AIR S6 MIX(°F) AIRQ F) TIME TRUCK tY TESTE� (deri) (Ib�) �°�� SET NUMBER RECENED ATI P 11A 7/9/01 Footinga 5 3!4 2.4 84 84 1:58 93 7N6 7 30.4 145000 6130 � 11 B 7/11/01 (M-X)&(8-12) 8/6 2$ 8/6 28 11C SP 11D • Date RepoR Prepered: ASTM C 31 Slandard Prectice for Making end Curing Concrete 7est Specimens in the Field July 16, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Reedy-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yteld 8 Air ConteM(Oravimeiric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concreie E /� � � � � ASTM C 173 Standard Test Method for Air Content oi Freshly Mixed Concrete by the VolumeMc Method �� ASTM C 231 Standard Test Method for Air Cantent of Freshly Mixed Concrete by ihe Pressure Method �U L �1 9 ZOO� ASTM C 1084 Standard Test Melhod for Temperature of Freshly Mixed Porttand Cement Concrete -• Test specimens were casi by GME Consultanta,Inc, M. �1. MORTENSON Test specimens were not casl by GME Consultants-No other information is avafleble .. Tesl specimens were cast in 6"x 12"molds net cross-sectfonal area of 28.271n�unless otherwise noted. opfes To: Types of F�acture ASTM C39 , — —T"' 1: • Mr.Gary Gieason,P.E.-M.A.Mortenson Company � ;; • Mr.Mark Schalbly-M.A.Morienson Company < i' : � : • Concrete Supplier • '�`� `� Tammy A.Hakanson,P,E• � c,�,�., Senior ProJect Engineer Gona CqM�nC BpIM CoM��d&10�f SMw ' t•) ls> (q t�0 (•) — ..__._ �.... �l3iV'I�KC I C J I KCiVI� I rt rcCrvrc i .Project and Location: Minnetonka .Pr,tPr f��tnA nrt� Way7afa �11inn ��+� GME Consultants,Inc. ;4rchitect/Engineer: �a000 2�st,4venue North General Contractor: M.A. MortenGon omaanv Minneapolis,MN 55447 Concrete Contractor: M,A. Mortenson GomPan� Ph. (763)559-1859 Owner/Developer: Fax(7s3)55s-o�2o GME Project Number: 9256-A CONCRETE SUPPLIER: PLANT: MIX: -- CUMULATIVE QUANTITY; YDS SPECIFIED MIX WAS NOT PLASTICIZED: SLUMP(Inch): SPECIFIED AIR CONTENT(%): REQUIRED STRENGTH AT 28 DAYS: 4000 pS( OATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR,G MIX PF) AIRQ F) TIME TRUCK# TESTED AGE CYL WT. MAX LOAD(Iba• COMPRESSIVE LOCATION OF CONCRETE PLACEMENT ° (days) (Ibs) force) PASS Y/N ' STRENGTH(psi) 9A 7/2/2001 Footing 7�9 7 30.3 120200 4230 p 9B 7/5/2001 Line(SWI) 7/30 28 9C 7/30 28 ASTM C 31 Standard Practfce for Making and Curing Concrete Test Specimens in the Field Date Report Prepared: AS7M C 39 Standard 7est Method for Compressive Strength of Cylindricai Concrete Test Specimens JUIy 9, 2001 ASTM C 94 Standard Speclficatfon for Ready-Mix Concrete F'�" � ASTM C 138 Standard Test Method for Unit Weight,reid&Air Content(Gravimetric)of Concrete F��" ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete CC ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Atr Content of Freshly Mixed Concrete by the Volumetric Method CC ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method C(; C C � � � � ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete � C CC -+ Test specimens were cast by GME Consuitants,Inc. J��. 2 a 2�� Test specimens were not cast by GME Consultants-No other information is available -• Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 inZ uniess otherwise noted. M. A. MORTENSON Copies To: � Mr.Gary Gleason,P.E.-M.A.Mortenson Company � -- - - -•---� � ---: ---_. ' ypes of Frecture ASTM C39 • Mr.Mark Schalbly-M.A.Mortenson Company � • • Concrete Supplier ' • � ;'� ;' :: � -_ . � r Tammy A.Hakanson,P.E. �°"� cen..na so�ir con•.na sn•ar bh��r cawmn•. Senior Project Engineer (�) (b) (el (tll (�) ' I�VNI�Kt I C 5 I KCN� I H I"'t��UK I GME Consultants,Inc. , Project and Location: Minnetonka Center for the Arts.Wayzata. Minnesota 1ao00 21st Avenue North ArchitectiEngineer: Minneapolia,MN 55447 General Contractor: M.A. Mortenson Companv Ph. (763)559-1859 C�ncrete Contractor: M.A. Mortenson Camoanv Fax(783)559-0720 Owner/Developer: . GME Project Numbec �� Apprsyats IndwkUi PLANT: 2 � 7.5ff.8 YD8 8PECIFIED 8LUMP(Inch): q• SPECIFIED AIR CONTENT(%): 4000 piI DATE CAST aLUMP(�) TEMPERATURE DATE BEFORH AFTER DATE AGE CYL WT. MAX LOAD(�s-.COMPRESSIVE 8ET NUMBER RECEIVED � PLA8TICIZER Pl,A3TICIZER AIR!6 MIX P F) AIRQ F) TIME TRUCK M TEBTED (dsys) (bt) �) pq8g yIM • 12A 7h0l01 Column= 61/2 80 93 2:30 242 7/17 7 30.3 116900 4140 D 128 7/11I01 Grid 5 ' g/� �8 � 12C Elevab�wall Grid K gn Y8 12D 8 the two columns at K,9 eP Date Report Prepared: ASTM C 31 3lendarcl Practice for Makinp and Cu�ing Cona�eie Test 3pedmena in ihe Fleld JUIy 17, 2001 ASTM C 39 Standard Test Method fot Compressive Strength of Cylind�ical Concxete Test Specimens ASTM C 94 Standerd Specificetion for Raedy-Mbc Concrete ASTM C 138 Standerd Test Method for Untt Weight,Yfeld 8�Air Content(C3ravimetric)of Concrete A3TM C 143 Standarcl Test Method fw Siump of Hydreuitc Cement Concrete ASTM C 172 Stand�rd Prectice for Sampling Freahly Mbced Goncrete ASTM C 173 Standard Test Method for Air Content of Froahly Mixed Concrete by the VolumeMc Method A3TM C 231 Slandard Test Method for Air Content of Freshly Mbced Concrete by the Pressure Method ASTM C 1084 Standard Test Melhod for Temperature of Freshy Mixed Portland Cement Co�crete � C � � � � L � Test specimens were cast by GME Conauitants,Inc. �/(/ 2 a �oo Tesi specimena were not cast by GME Consultants-No other information(s available � -+ Test specimens were cast in 6"x 12"molda net cross-sectional area of 28.27 in�unless othervvise noted. M, A. tijpR7'ENS�N opies To: T ypas of Frectur�ASTM C39 � Mr.Gary�Gleeson,P.E:M.A.Mortenson Company — — .� ' ;; • Mr.Mark Schalbly-M.A.Mortenson Company ; �j . t • Concrete Supplier , .:� � ?� . r �� :i Tammy A.Hakanson, .E. �� Com�nd epM Cons��d ehur slrr Cownnar Senior Project Engineer cn m� w c�s cn FIELD MORTAR STRENGTH REPORT (3ME Consultanta,t��. Project and Location: .^,,",innetonka -enter for the Arts.Wayzata. Minnesota 14000 21st Avenue North Architect/Engineer: �ames Dayton Desian Minneapolis,MN 55447 General Contractor: M A Mortenson Com�anv Ph. (763)559-1859 MaSonry Contractof: M A Mortenson Com anv Fax(763)559-0720 Mortar Supplier: Owner/Develo er: GME Project Number: �� DATE CAST TEMPERATURE CROSS COMPRESSIVE DATE AGE gECTIONAL MqXIMUM LOAD STRENCiTH CONEPENETRATION �R% MIXQF) AIReF) TIME TESTED (daya) � SET NUMBER DATE RECEIVED M1-A 7/25/01 Type S Mortar 75 75 9:00 8/2 8 3,14 13600 4330 D M1-B 8H/01 Above Grade,CMU Wall 8/22 28 ��.� Elevator Shaft 8/22 28 Grfd 10,Grid K • ASTM C 31 Stendard Practla for Making and Curing Concrete Test Specimena in the Field Specifled Strength of Laboretory Prepared MoRar: ASTM C 39 Standard Teat Method for Comprosstve Strongth of Cylindrical Concrete Specimens Type M:2500 psi ASTM C 109 Standerd Test Mathod for Comproaslve Strength of Hydraulic Cement Mortars(Using 2"Cube Type S: 1800 psi Specimens) Type N:750 psi ASTM C 173 Standard Test Method for Alr Content ot Freshly Mixed Concrete by the Votumetrtc Method Type 0:350 psi ASTM C 231 Stendard Te�i Method for Ai�Content of Freshly Mixed Concrete by the Preasure Method ASTM C 270 Standard Teat Mmthod for Splitting Tensile Strength of Cylindrical Concrete 3pecimens ASTM C 498 Standard Specification for Morter for Unit Masonry "The test results obtained under this test mathod aro not required 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 Retnforced Unit Maaonry property speciflcation in ASTM C 270." ASTM C T80.1.3 ASTRA C 1084 Standard Test Method for Temperature of Freshly Mixed Po�tland Cement Concrete Date Report Prepared: Teat specimens were cast by GME Consuitants,Inc. August 7,2001 -� Teat specimens were not cast by(3ME Consultants-No other information ie available �• Ta�t specimans were cast in 2"x 4"molde with a cross-sectional area of 3.14 in� Test spacimens were cast in 3"x 6"molds wRh a crosa-sect(onal aroa of 7.07 in� Test specfinens were cast in 2"cube moids with a cross-sectionai area of 4 in' Copies To: Types of Fracture ASTM C 39 • Mr.Steve Blaser-M.A.Mortenson Company • Mr.Mark Strelnfeks-M.A.Mortenson Company _ • Mr.James Dayton-James Dayton Design `i� ' :'�, Tammy A.Hakanson,P.E. , � Senior Project Engineer Cons Cone anA Sp9l Cone and 8hear Shsar Columner - (e) N) f�1 (� (�) C:UNLKt I t 5 I K�N� i h Ktr�K i GMEConsultants,inc. 14000 21 st Avenue North Project and Location: ^"innetonka Genter for the Arts Wa;�ata. Minnesota Minneapolis,MN 55447 ArchitecbEngineer: James Davton.De_s_ian ph. (763)559-1859 General Contrector: ��A Mortenson Gomnanv Fax(763)559-0720 Concrete Contractor: �A A tiAortenson Comnanv OwneNDeveloper: GME Project Number. 9256-A 7.S17.5 YDS Apprsp�l,IndutMee PLANT: 2 IX• 'w t SPECIFIED 4000 ps� 8LUMP(inch): q^ SPECIFIED AIR CONTENT(46): 1 DATE CASt SLUMP(ineh) TEMPERATURE DATE BEFORE AFTER DA7E AOE CYL WT. MAX LOAD(Iba ��pRESSNE . SET NUMBHR RECEIVEO pLASTICIZER PLASTICIZER AIR% MIX(°F) AIRQ F) TIME TRUCK# TE3TED (d�y�) pba) fora) P�8 Y� 12A 7/10/01 Columns 61/Z 80 93 2:30 242 7HT 7 30.3 118900 4140 � 12B 7/11/01 drid 6 8/7 28 30.3 159700 5860 Y C 12C Elevator wall Orid K 8/7 28 30.4 142900 8080 Y D �2D &the!wo columns at K,8 ep Dete RepoK Prepared: ASTM C 31 Standard Prectice for Making and Curtng Concrete Test Specimens in the Field July 17, 2001 ASTM C 39 Standerd Teet Mathod for Compresafve 3trength of Cylindrical Concrete Test 3pecimans ASTM C 94 8tandard Speciftcation for Ready-Mix Concrete AUgu3t 7, 2001 ASTM C 138 5tandard Test Method for Unit Weight,Yleld 8 A(r Content(GrevimeMc)ofi Concrete ASTM C 143 3tandaM Test Method for Slump of Hydreulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freahy Mixed Concrete A3TM C 173 Standard Teat Method for Afr Content of Freshly Mtxed Concrete by the VolumeMc Method ASTM C 231 Stendard Test Method for Air Content of Freshly Mixed Concrete by the Presaure Method ASTM C 1084 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete � Test specimens were cast by C3ME Conaultants,Inc. Test spedmena were not cast by GME Consultanls-No other infortnation Is available � .» 7est specimens were cast in 6"x 12"molds net c�oss-sectional area of 28.27 in2 unless otherwise noted. OpleB To: Types of Fracture ASTM C39 • Mr.Steve Bleser-M.A.Mortenson Company ; ;_ � Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design , i � • � Tammy A.Hakanaon,P.E. • Concrete Supplier ' ' � ` �` �' Com Con��nd 9WX Cona and 6hnr 8Mu CeWmner Senior Project Engineer (a) (0) (aI <� (a) CONCRETE STRENGTH REPORT GMe cons��tantg,�n�. 14000 21st Avenue North Project and Location: ti��nnetonka(;enter for the Arts Way�ata. Minnesota Minneapolis,MN 55447 Architect/Engineer: �ames D�yton Desian ph. (763)559-1859 General Contractor: ^"A R�ortenson Gom a�nvr Fax(763)559-0720 Concrete Contractor. nn n �no�enson Gomoanv Owner/Develeper. GME ProJect Number. 9256-A aera vos Appregats InduoWse PLANT: 9 N1 SPECIFIED 4000 pi) SLUMP(Inch): 3�^ BPECIFIEO AIR CONTENT(S6): T DATE CA3T SLUMP(hidi) TEMPERATURE BEFORE AFTER DATE AGE CYL WI'. MAX LOAD(Ibe- COMPRE8SNE P�a YM ' �� PLASTICIZER PIASTICIZER AIRS6 MIXPF) Alttq F) TIME TRUCKA TESTED (dsY�) (��) f0�� SET NUMBER RECENED �3p, 7/11l01 Column Pads 2 3/4 78 90 2:10 236 7/18 7 30.3 119500 4230 C 138 7/13/01 G(8.7),(3(7),H(7),H(6.7) 8/8 28 30.2 187800 5940 Y C 13C J(6.3),J(6.7),J(7),J.1(7) 818 28 30.2 150100 8310 Y D ap 13D Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Spedmens in the Field July 18, 2001 ASTM C 39 Standard Test Method for Compreasive Strength of Cylind�ical Concrete Test 3pecimens A3TM C 94 3iandard Speciflcatlon for Ready-Mix Concrete AugUBt 8, 2001 ASTM C 138 Standard Test Method for Unit Weight,Yleld&Air Content(C3revlmetric)of Concrete ASTM C 143 Stendard Test Method for Siump of Hydrautic Cement Concxete ASTM C 172 Standerd Prectice for 3ampting Freshly Mixed Concrete ASTM C 173 Siandarcl Teat Method for Air Content of Freshly Mixed Concrete by the Volumetr(c Method ASTM C 231 Standard Teat Method for Air Content of Freshly Mfxed Concrete by the Preasure Method ASTM C 1064 Standard Test Method for Temperature of Freshiy Mixed Portland Cement Concrete � Test apecimens were cast by GME Consultants,Inc. ' Teat specimena were not cast by GME Consultants-No other information is available ' .► Test specimens were cest in 8"x 12"molds net cross-sectionat area oi 28.27 inZ unless othervvise noted. Coples To; Typma of Frecture ASTM C39 • Mr.Steve Blaser-M.A.Mortenson Company ;; • Mr.Mark Strelnieks-M.A.Mortenson Company �' • Mr.James Dayton-James Dayton Design � ��\ ': ;; Tammy A.Hakanson,P.E. � Concrete Supplier ' � ' ` �` Con� Cons�nd eqN Cota aM 6near 6�� CONmner Senior Project Eng(neer (U (b) (a) (d) (e) .....�.v� �� v i ��vv I n t'�CI"VI'[ 1 , GMEConsultants,inc. Project and Location: Minnetonka Center for the Arts. Wayzata. Minnesota 14000 21st Avenue North ArchitecUEngineer: James Dayton Desian Minneapolis,MN 55447 Genera) ContreCtor. M.A. Mortenson Companv Ph. (763)559-1859 Concrete ntractor: M.A. Mortenson Com�an,vr Fax(763)559-0720 Own veiRper. � O� � GME Project Number: 9256-A l��opet�Indwtri�� PLANT: 2 7.5l7.5 Y�S �� O SPECIFIED � SLUMP(Indi): 3.q� gpECIFIED AIR CONTENT(%): 4000 p!I �' D/►TE CABT BLUMP(inch) TEMPERATURE DATE BEFORE AF7ER �ATE AOE CYLINL MAXLOAD(Iba COMPRE8SIVE SET NUMBER RECEIVED PLABTICIZER PIA8TICI2ER AIR% MIX P F) AIRQ F) TIME TRUCK M TESTED (daya) (Iby Tace) PASIT YIN ' 14A 7/12/01 Column Footln a 4 80 83 2:30 83 7M9 7 30.3 138700 4840 0 14B 7/13/07 (3rid 8.7(B-Fj 8/9 28 30.2 182200 6440 Y D 14C C,rid 7(A5-F) 8/9 28 30.2 182800 6470 Y D 14D (3rld 2(A.5-F.5) sp Date Report Preparod: ASTM C 31 Standard Prectice for Makinp end Cur(ng Concrete Teat Spedmens in the Field July 19, 2001 A8TM C 39 Standerd Test Method for Compreaeive SUength of Cylind�icel Concrete Teat Specimena ASTM C 94 Stendard Spedflcadon for Ready-Mix Concrete ASTM C 138 Standard Tedt Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete August 9, 2001 ASTM C 143 Stendard Test Method for Slump oi Hydreulic Cement Concrete ASTM C 172 Stendard Pract(ce for Sampling Freahly Mbced Concrate ASTM C 173 Stendard Test Method tor Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Teat Method for A(r Content of Freahly Mixed Concrete by the Preasure Method ASTM C 1064 Standard Test Method for Temperature of Freshiy Mixed Portland Cement Concrete • Test apecimena were cast by GME Consultants,Inc. Test apecimena were not cast by GME Consultants-No other information is available » Test specimens were cast in 6"x 12"molds net croas-sectional area of 28.27 in�uniess otherwise noted. Opie3 T0: Types of Frecture ASTM C39 � Mr.Steve Blaser-M.A.Mortenson Company �"—� — � ;;'–� • Mr.Mark Strelnieks-M.A.Mortenson Company ij • Mr.James Dayton-James Dayton Design •� !` • Concrete Supplier ` Tammy A.Hakanson,P.E. con� oo�»��q epm oon��nd eee�r eh�u cowmn�r Senior Project Engineer (�) fbl (� !� (M ..v� .v� " � ` v � ��`i v v � n R C 1"V R 1 GME Consultants,Inc. Project and Location: Minnetonka Center for the Arts. Wayzata. Minnesota �aooa 2�st avenue North Architect/Engineer: � ,� Minneapolis,MN 55447 Generai Contractor: llortenson Comnanv Ph. (�s3)5es-�a5e Concrete Contractor. M�A►,��g�j�Qplpanv Fax(763)559-0720 Owner/Developer: ,�, ��nson GME Project Number: 9256-A .Y' � Apprepata InduoMae Pl;4NT; 2 � 7.8/7.5 YDS SPECIFIED 8LUMP(ir�h): g.q�� SpECIFIEO AIR CONTENT(96): 4000 p�( DATE CA8T SLUMP(Ir�) TEMPERATURE DATE BEFORE AfTER DATE AOE CYL WT. MAX LOAD(Ibs- COMPRE88NE 8ET NUMBER RECENED PLASTICIZER PLABTICIZER AIR% MU((°F) AIRQ F) TIME TRUCK k TESTEO (dayp (mt) forp) PA9$Y/N ' 14A 7/12/01 Column Foodnga � 4 80 83 2:30 93 7H8• 7 30.3 139700 4940 D 14B 7/13/01 Grid 6.7(B-F) 8/9 28 30.2 182200 6440 Y D 14C G�1d 7(A.S-Fj 6/9 28 30.2 182800 6470 Y p 14D C3rid 2(A.8-F.5) sp Date Report Proparod: A3TM C 31 3tanderd PracGce for Making and Curing Concrete Teat Spsdmena in the Fteld July 19, 2001 A3TM C 39 Standerd Test Method for Comprosalve Strength of Cylindrical Concxate Test Specimena ASTM C 94 Standard SpedflcaUon for Ready-Mix Cona�ete ASTM C 138 Standard Test Method for Unft Weipht,Yleld 8 Alr Content(C3ravfinetric)ot Concrete AUgUSt 9, 2001 ASTM C 143 3tandard Test Method for Slump of Hydreulic Cement Concrete ASTM C 172 Standard PracUce for Sampling Freshiy Mixed Concrete ASTM C 173 Standerd Test Method for Air Content of Fre:hly Mixad Concrete by the VolumetHc Method ASTM C 231 Standard Teet Method for Atr Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1084 Standard Teat Method for Tempereture of Freshly Mbced PoRland Cement Concrete -+ Test spedmena were cest by GME Consultants,inc. Test spectmens were not cast by GME Consultants-No other information ia available • Test spec(mene were cast in 6"x 12"molda net cross-sectional aree of 28.27 in�unleas otherwise noted. Copfes To: Typea of Fracture ASTM C39 • Mr.Steve Blaser-M.A.Mortenson Company -�--- � Mr.Mark Strelnieks-M.A.Mortenson Company 'j t� � Mr.James Dayton-James Dayton Design ;� i� �; • Concrete Supplier �`,� i; Temmy A.Hakanson,P.E. Co�a Con��nd BpIM Wna�nd enau lhsu CoWmner Senior Project Engineer � UI @) (�) (� H) .., .A . .. . - . , .. � . . . . . - . � � . . . . � _ . . ' ' .. � , . . .. , . . WELDER, WELDING OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Type of Welder: Arc Welder Name: Garv Bermel �h'elding Procedure Specification No. n/a Identification No: Rev: n/a Date: n/a Record Actual Values Used in Qualification Qualification Range Variables Process/Type (5.16.2) FCAW Semiautomatic Electrode (Single or Multiple) Sinple Sinole Current/Polarity DC Reverse Pusition (5.16.5) _3G (Vertical) & 4G (Overhead) All VVeld Prograssion (5.1 6.7) Uphill Uphill Backing (YES or NO) I5.1 6.18) Yas With backina Material/Spea (5.16.1) ASTM:A38 to ASTM:A36 Base Metal Thicknsss: (Plete) Groove 1.000" 0.125" to Unlimited Fillet n/a • 0.125" to Unlimited Thickness: (Pipe/Tube) _ Groove n/a 0.125" to Unlimited Fillet �+� n/a 0.125" to Unlimited Diameter. (Pipe) 4�j��' y .. Groove �+��` �i_,•,�i� n/a-Plate Over 24" OD Fillet ��d n/a Unlimited Filler Metal (5.16.3) � � : _- . Spec. No. �(• <•; ^'1� '`` A\NS A5.29 CIasS �''�� *� ° '�� .n � . � i` ;;i�`�`' E71TGG F-No. `' .•� �� ,� '�,�a" 6 6 Gas/rlux Type (5.16.4) ��'� None Used O:her - -- - n/a ��a _N�� .�,-.. ^C�," �r�^c��,•� �'��'-�� '•115UAL INSPECTION (5.12.6 or 5.12.7) � S,r..,,�'. '-;"'�� ,•> ;.j:�"� Acceptabla; YES or NO Yes . �suided Bend Test Resuits (5.28.2!5.29.1 i Type Result ; Type Result i 3G-1 Side Satisfactor � 3G-2 Side Satisfactor � 4G-2 Side Satisfactor Satisfactor Fillet Test Resulte �5.28.2/5.2g,3;5.39.3/5.39.4) Appearance: n/a Fillet Size: n/a Fracture Test Root Penetration: n/a ' Macroetch: n/a fDescribe the location, nature, and iz of any ck r tearing of the specimen.) Inspected By: Daniel Sn der � / Test Number: 3016 97-54237k Organization: Twin Cit Testin ;Maxim Techn o ies Inc Date: November 25 1997 RADIQGRAPHIC TEST RESULTS (5.28.4/5.39.2) Film ; Film - Identification ', Identification Number Results Remarks ; Number Results Remarks n(a nla � Reviewed By: n/a Test Number: n/a Organizatior.: n/a Date: n/a We,the undersigned,certify that the statements in this record are correct and that the test w��er with the requirements of Secvon 5, Pert C or p of ANSI/AWS D1.1, 1996 • ted in accordance f ) Structural W�li jr� ode—Steel. LE Manufacturer or Contractor: WESTERN STEEL ERECTION � CC i�i'/is' '"/� D�Y�� Authorized By: Date: Form E-4 �+ ` CV CC . : � � ;, t � ,. : . WELDER,WELDING OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Type of Welder: Arc Welder Name: Garv Bermal Welding Procedure Specification No. n/a Identification No: Rev n a Date: �a Record Actual Values Used in Qualification Qualification Range Variables Process(fype (5.16.21 SMAW Manual Electrode (Single or Multiple) Sinqle Sinqle Current/Polarity DC Reverse Position(5.16.5) _4G (Overhead) 1G.4G.1F,2F,4F Weld Progression (5.16.7) n/a n/a Backing(YES or NO) (5.16.18) Yes Materiai/Spec. (5.16.1) With backino ASTM:A36 to ASTM:A36 Base Metal Thickness: (Plate) Groove 1.000" 0.125" to Unlimited Fillet n/a 0.125" to Unlimited Thickness: (Pipe/Tube) Groove n/a 0.125" to Unlimited Fillet n/a 0.125" to Unlimited Diemeter: (Pipe) Groova n/a-Plate ,^ Over 24" OD Fiilet n/a Unlimited Filler Metal (5.16.3) , Spec. No. AWS A5.1 Class E7018 F-No. 4 Gas/Flux Type (5.16.4) 1,2,3,4 n/a Oiher n/e n/a ViSUAL INSPECTION (5.12.6 or 5.12.7) Acceptabla: YES or NO Yes Guided Bend Teat Results (5.28.2/5.29.1) Typ" Resuit � Type Result i 4G-1 Side Satisfactor n/a 4G-2 Side n!a Satisfactor Fillet Test Resulte (5.28.2/5.28.3;5.39.3/5.39.4) Appearance: n/a Fillet Size: n/a Fracture Test Root Penetration: n/a Macroetch: n!a (Describe the location, neture, an iz of any k r tearing of the.specimen.! Inspected By: Daniel Sn der Test Number: 3016 97-54287i Organizetion: Twin Cit Testin /Maxim Techn ies Inc Date: November 25 1997 RADIOGRAPHIC TEST RESULTS (5.28.4/5.39.2) Flm ' Film � - Identification ' Identification i Number Results Remarks � , Number Results Remarks n/a n/a � Reviewed By: n/a � ' Test Number: n/a Organization: n/a Date: n/e We,the undersigned,certity that the statements in this record are correct and that the test welds were prepared, weldad, and tested in accordance with the requirements of Secoon 5, Pert C or p of ANSI/AWS D1.1. (1996 1 Structural Welding Code--Steel. Manufacturer or Contrector: WESTERN STEEL ERECTION ` Authorized By: Date- Form E-4 � . . •.� ' � ` ' • WELDER AND WELDING OPERATOR QIIALIFICATION TEST RECORD , REPORTED TO: Western Steel Erection DATE: March 12, 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 Welder or Welding operator' s name Garv Bermal Identification No. Welding PT'OC25S SMAW Manual x Semiautomatic Machine Position 3G (Vertical Up� and 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Vertical, state uhether upuard or dounuard) In accordance with procedure specification no. n/a Material Specification ASTM:A36 Diameter and Wall Thickness (lf plPe) -otheruise, Joint Thickness 1. 00�� Thickness Range this qualifies 0. 125" to Unlimited FILLER METAL specification No. AWS A5. 1 , Classification No. E7018 P uo. 4 Describe filler material (lf not covered by AUS Specification) nf a Is Backing Strip used? Y 2 S Filler Metat Diameter and Trade Name 1/8�� Flux for Suhmerged Arc or gas for Gas Metal Arc or Flux Covered Arc 4lelding n/a VISUAL INSPECTION (9 . 25. 1) Appearance Satisfactory Undercut Satisfactorv Piping Porosity Satisfactory GUIDED BEND TEST RESULTS Type Resutt -1 i ati fa r i if r 4 -1 i r 4G-2 Side Satisfactor FILLET TEST RESULTS Appearance T1/3 Fillet Size fracture Test Root Penetracion Macroe[ch (Describe the location, nature and size of any crack or tearing of the specimen.) R.ADIOGRAPHIC TEST RESULTS Film Identification Results Remarks - n a es wi nesse y R O Test no. �r , samples tested by: TW CITY T STING CORPORATION �aboratory test no. 4Z42 90-0594ff per ( � Test date Mar'Ch 12 1990 We, the undersigned, certify that the statements in this record are correct and that welds were prepared and tested in accordance with the requirements of SC or p of At�s D1.1, 1988, Structural Welding Code. Marwfaoturer or coritractor WESTERN STEEL ERECTION . t:- ;;._ � � - � Authorized by `'�� • Date ' "` � • ��t: i� { � � � . . ' � . .. � � � . . . � R � � � �� .. - �. . ' ' . . . . . . � ' � AELDER AND AELDING OPERATOR QIIALIFICATION TEST RECORD , REPORTED TO: Western Steel Erection DATE: March 12, 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 Welder or Welding operator' s name Garv Bermal Identification No. Welding PY'OC2SS FCPiW Manual Semiautomatic x Machine Position 3G (Vertical-Up) and 4G (Overhead) (Flat, Horizontat, Overhead, or Vertical -if Vertical, state uhether upuard or dounuard) In accordance with procedure specification no._ n/a Material Specification ASTM:A36 Diameter and Wall Thickness (lf Pl.pe) -otherWise, Joint Thickness 1 . 00�� Thickness Range this qualifies 0. 125" to Unlimited FILLER METAL Specification No.- AWS A5.. 29 Classification No. E71T8—N1.1 � No. 6 � Describe filler material (It not covered by AUS Specification) I']/a Is Backing Strip used? Y 2 S Filler Metal Diameter and Trade Name 5/64" Lincoln Flux for Sutxnerged Arc or gas for Gas Metal Arc or Flux Covered Arc LJelding__T1/3 VISUAL INSPECTION (9 . 25 . 1) Appearance Satisfactory u�e��c_Satisfactorv Piping Porosity Satisfactorv GUIDED BEND TEST RESULTS TYPe Result �"> > i fa r " � i f r 4 '� � i f r 4G-2 Side Satisfactor FILLET TEST RESULTS Appearance ?]/d Filtet Size . Frac[ure Test Root Penetration Macroetch (Describe the location, nature and size of any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Film Identification Results Remarks n a Test wi nesse y STE ST L E E�T ON Tes no. per samptes tested by: N CIT ESTING CORPORATION �aboratory test no. 4142 90-0594k � �� Test date M3Y'Ch 12 . 1990 ue, the undersigned, certify that the statert�ents in this record are correct and that welds were prepared and tested in accordance with the requirements of 5C or p of AUS D1.1, 1988, Structural Yelding Code. Manufaeturer or contractor WESTERN STEEL ERECTION f � 0 Authorized by ,��LZ%��fi/ •� Date 7 �/j� -�fa - . ...�' . . _ . . '� '... .. . '.: . ., �. � � .:�' � . . . " � :Y - - � . ... -. . . . ...•�. . . .... . . . .. a .. � - WELDER AND WELDING QPERATOR QIIALIFrCATION TEST RECORD _.�• REPORTED TO: Western Steel Erection DATE: March 12, 1990 � Attn: Herman McClellan PO Box 575 Long Lake, rQ� 55356 Fielder or Welding operator ' s na::le FTed J Bernard Identification rto. �'ielding PrOC2S5 t C�jV Mar.uzl_ Se�iautcmatic x Mac�ine �osition 3G ("vertical-uDl and �G (Overnead) (Ftac, Herizcr,tat, Cverhead, or Ver;icat -I` Ver;ical, s:ate �.^ether upuarc or co..r...arc) �n accordance :�itn prccecure specification no. n/a i•Iaterial Speci=ication �:STM: �_36 Diame�er dI1Ga �vZll Thickness (iz pipe) -echeruisr, Join: Thickness 1 . 00�' Thickness Ran�e t:�is ct:alifies 0 . 12�" to Unlinited FILLER METAL scecificaticn Ho. A'�JS A7 . 29 Ciassirica:icn uc. E71To—N11 F No. 6 � Bescri�e filler rraterial (lr nct covered by A'.:S S�e:i�ic�:icn) ri/d !s e"ackir.g S:rip use�7 ��?S =ille^ `"e:a� Oiamecer arc ira�e Nar� �%6=�� T_.,1P.CC!il .,:z ._, S�a-,erged ..� c cr g�., ,or G35 "e.�, „ _ �r "lux �_._. _.. .ar_ �et�ing r1/� �ISUrr I`"SPECTION (9 • 2� • ') ----'_ � cc�.tiS �- -r�^ _ __-__ C - - =- �`_ ai_ -_ '_� csi:y �' _S _.''C�C`"� Gli;D�� ND :EST RESliLTS i ces�.. - S�-� i =,�c�s=,�-�-•, � �,.� 5, I �a;;�:�c. .•, � S4ra ��i��° - ^�' - i $' I �3"�" _,�'� __ =iLL�. TEST RESliLTS _„---_nc ;:i d ' ".l'_- s;�_ •-�_._'_ �_�. ..CCi . _^B:'3Ci= ~JC':?:.. .._.,_'.CP .,�_ ICC,]:'C", CJ:U'_ �!'C SI,_ C' ?".y ..:..C[ _. ___. . _ ... ..... 5:•--.�7?^.) �?.D��GF��?i�C lEST R�SL?LTS , ,'. ..._. .� � ,C3i.�rl I .�5�.'i ; _—.:'K5 . �-i: � I �e=_� �N i�.nessed �v W�cT��`i S�E�r -��C�=pN Tes� r.c ��r :a��,es ces;� by: T',J�` C�T'� 'I'= T�iIG CO�=C�?TIOii !�ccr�._ry .es- no. q142 90-r�Sc�C � �, y September 9, 19°9 _,� �, � � Tes: ca:e_ _ ':e, ,�e urcersigned, cer:ify .�a[ the s:atanen:s in this rec�re are correct and .ha; we!�s •.:ere prerared and tested in a.=or'�a�c= vi;h ;�e re:uirements oi 5C cr D cf A'�S D1.1, 19E°, S[ruc:ural �.'eldirg Code. 1 Marufac;urer or contractor WESTERN STEEL ERECTION � � A u t h o r i z ed ty��/1`'` �� J �`�Z%/L[.i'r1/� � _ . .� , . WELDER,WELDING OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Type of Welder: Arc Welder Name: LeRov Dahlsfrom Identification No: Weld'+ng Procedure Specification No: n/a Rev: n a Date: n/a Record Actuel Velues Used in Qualification Qualification Range Variables ProcesslType (5.16.2) SMAW Manual Electrode (Singie or Multiple) Sinple Sinale Current/Polarity DC Reverse Position (5.16.5) 4G (Overhead) 1 G,4G,1 F,2F,4F Weld Progression (5.16.7) n/a n/a Backing (YES or NO) (5.16.18) Yes. With backinq Material/Spec. (5.16.1) ASTM:A36 to ASTM:A36 Base Metal Thickness: (Plate) Groove 1.000" 0.125" to Unlimited Fillet n/a 0.125" to Unlimited Thickness: (Pipe/Tube) Groove n/a 0.125" to Unlimited Filiet n/a 0.125" to Unlimited Diameter: (Pipe) �.- Groove n/a-Plate Over 24" OD Fiilet n/a Unlimited filler Metal (5.16.3) Spec. No. AWS A5.1 Gass E7018 F-No. 4 1�2,3,4 GaslFlux Type (5.16.4) n!a Other n/a n/a VISUAL INSPECTION (5.12.6 or 5.12.7) Acceptabla: YES or NO Yes Guided Bend Test Resulte (5.28.2/5.29.1) Type Result � Type Resuit i 4G-1 Side Satisfactorv ; n/a n/a 4G-2 Side Setisfectory ; Fillet Test Results (5.28.2/5.28.3;5.39.3/5.39.4) Appeerence: n/a Fllet Size: n/a Fracture Test Root Penetration: n/a Macroetch: n/a (Describe the location, nature, end ze of any cr c or aring of the specimen.) Inspected By: Daniel Sn der Test Number: 3016 97-54287h Organization: Twin Cit Testin /Maxim Tec nolo es Inc Date: November 19, 1997 RADIOGRAPHIC TEST RESULTS (5.28.4/5.39.21 Film i Film • Identification ; Identification Number Results Remarks � Number Results Remarks n/a n/a ' I Reviewed By: n/a Test Number: n/a Organization: n/a Date: n/a We,the undersigned,certify that the statements in this record are correct and that the test wetds were prepared, welded, end tested in accordance with the requirements of Section 5, Part C or 0 of ANSI/AWS D1.1, (1996 1 Structural Weldine Code—Steel. Manufacturar or Contractor: WESTERN STEEL ERECTION ` Authorized By: Date: Form E-4 ` WELDER,WELDING OPERA70R OR TACK WELDER QUAUfiCATION TEST RECORD Type of Welder: Arc Welder Name: Dan Denault identification No: Welding Procedure Specification No: n/a Rev: Date: Record Actual Values Used in Qualification Qualification Range Variables Process�Type (Table 4.10, Item(1)} FCAW Semiautomatic Electrode (Single or Multiple) {Table 4.10, Item(8)} Sinqle Sinole Current/Polarity DC Reverse Position {Table 4.10, Item(4) 3G (Vertical) & 4G (Overhead) All Weid Progression {Tabie 4.10, Item(6)} Uohill Uphiil Backing (YES or N01 tTable 4.10, Item(7)} Yes Yes Material/Spec. ASTM:A36 to ASTM:A36 Base Metal Thickness: (Plate) Groove 1.000" 0.125" to Unlimited Fillet n/a 0.125" to Unlimited Thickness: (PipelTube) Groove - n/a 0.125" to Unlimited Filiet n/a 0.125" to Unlimited Diameter: (Pipe) Groove n/a-Plate Over 24" OD Fillet n/a Unlimited Fiiler Metal {Table 4.10, Item(3)} Spec. No. " AWS A5.20 Class E71 T-8 F-No. {Table 4.10, Item(2)} 6 6 GaslFlux Type {Table 4.10, Item(3)} No�e Used Other n/a n!a VISUAL INSPECTION (4.8.1) Acceptabie: YES or NO Yes Guided Bend Test Resuits (4.30.5) Type Result � Type Result I 3G-1 Side Satisfactorv I 4G-1 Side Satisfactorv 3G-2 Side Satisfactorv I 4G-2 Side Satisfactorv Fillet Test Results 14.30.2.3 and 4.30.4.1) • Appearance: n/a Fillet Size: n/a Fracture Test Root Penetration: n/a M�.roetch: n/a (Describe the location, nature, an size of any cr �� or arino of the specimen.) Inspected By: Daniel Sn der .% Test Number: 1909083 Organization: Twin Citv Testina Corporation Date: September 20, 2000 RADIOGRAPHIC TEST RESULTS (4.30.3.1) Film � Film Identification � Identification Number Results Remarks � Number Results Remarks 4G-9867 Satisfactorv I I Reviewed By: n/a Test Number: nla Organization: n/a Date: n/a �Ne,the undersigned, certify that the statements in this record are correct 2nd that the test welds were prepared, welded,and testec'in accordance with the requirements of Section 4 of ANSIfAWS D1.1, (2000 ) Structural Welding Code--Steel. Year ��tanufacturer or nt ctor: WESTERN STEEL E TION . . Authorized By: � Date: �� Form E-4 �` ' , � WELDER,WELDING OPERATOR OR TACK WELDER QUAUFICATION TEST,RECORD Type of Welder: Arc Welder Name: Daniel DenauR Idertt�cation No: 502-86�6626 Weiding Prxedure Spec�caiion No: n/a Rev: 0 Date: _n[a ecor u a ues Used in Qual'rfication Variables ProcesslType (5.16.2) SMAW Manuai Electrode (Singie or MuRiple) Sinqle Currerrt/Polerity DC Feverse Poskion (5.16.� 45 deQree fixed Weld Progression (5.16.� Uphill Backing (YES or NO) (5.16.18) Yes MateriaUSpec. (5.16.1) ASTM:A36 to ASTM:A500 Base Metai Thickness: (Piate) Groove 0.500' Fillet n/a Thickneas: (Pipe/Tube) � Groove 0.500' • ' Fillet n/a Diameter. (Pipe) ,•• Groove 6•x 12' Fillet n/a - Filler Metal (5.16.3) ' Spec. No. AWS A5.1 Class E7018 F-No. 4 Gas;Flux Type (5.16.4) n/a Qther n/a VISUAL INSPECTION (5.12.6 or 5.12.� Acceptable: YES or NO Yes Macroetch Test Resufts (5.28.3) Type Resuk � Type Result I 9 Satisfaclory � 2 Satisfactory 3 Satiafactory � 4 Satisiadory Flllet Tesi Resutts (5.28.2/5.28.3;5.39.3/5.39.4) Appearance: n/a Fillet Size: n/a Fracture Test Root Penetretion: n/a Macroetch: n/a (Describe the ixation, nature,an siz of any c or aring of the specimen.) nspecte anie n er est um er: 1 Organization: Twin C' Teatin Maxim Techno o es Inc Date: Aprii 12, 1996 RADIOGRAPHIC TEST RESULTS (528.4/5.39.2) Film � Fiim � Identification � Ident'rfication Number Resutts Remarks � Number Results Remarks n/a n/a n/a � _ I Reviewed By: n/a Test Number: n/a Organ¢ation: n/a Date: _ n/s We,the underoigned,certify thffi the statemertts in this record are coRect and thai the test welda were prepared,welded,and tested in accordance with the requiremertts of Section 5,Part C, Fgure 526 of ANSVAWS D1.1, 1( 994 ) Structural Welding Code�Steel. Year Manufacturer or Corttractor. WESTEAN STEEL ERECTION ` Author¢ed By: Date• Form Er4 ` � O . . . , , . , : . . • . .• . - � WEIDER, WELDING OPERATOR OR TACK WELDER QUAUFICATION TEST RECORD Type of Welder: Arc Welder Name: Dan Denault Identificetion No: Weiding Procedure Specification No: _ n/a Rev: n e Date: n/a Record Actual Values Used in Qualification Qualification Range Variables ProcesslType (5.16.2) SMAW Manuaf Electrode (Single or Multiple) Sinpie Single Current/Polarity DC Reverse Position (5.16.5) 3G (Vertical) & 4G (Overhead) All Weld Prograssion (5.16.7) Uphill Uphill Backing (YES or NO) (5.16.18) Yes With backina Material/Spec. (5.16.1) ASTM:A36 to ASTM:A36 Base Metal Thickness: (Plate) Groove 1.000" 0.125" to Unlimited Fiilet n!a 0.125" to Unlimited Thickness: (PipelTube) Groove n/a 0.125" to Unlimited Fillet n/a 0.125" to Unlimited Diameter: (Pipe) ,,_ Groove n/a-Plate Over 24" OD Fillet n/e Unlimited Filler Metal (5.16.3) Spec. No. AWS A5.1 Class E7018 F-No. 4 1,2,3,4 Gas/Flux Type (5.16.4) n;a Other n/a n/a VISUAL INSPECTION (5.12.6 or 5.12.7) Acceptable: YES or NO Yes Guided Bend Test Results (5.28.2/5.29.1) Type Result � Type Result � 3G-1 Side Satisfactorv ; 4G-1 Side Satisfactorv 3G-2 Side Satisfactorv ; 4G-2 Side Setisfactorv Fillet Test Reaults (5.28.2/5.28.3;5.39.3/5.39.4) • Appearence: n/a Fillet Size: n/a Fracture Test Root Penetration: n/a Macroetch: n/a (Describe the location, nature, and ize f any cra r te �ing of the specimen.l' Inspected 8y: Daniel Sn der Test Number: 3016 97•54287b Organization: Twin Cit Testin fMaxim Techn lo i Inc Date: November 19. 1997 RADIOGRAPHIC TEST RESULTS (5.28.4/5.39.2} Film ; Film _ Identification i Identification fVumber Results Remarks � Number Results Remarks n/a n/a � i Reviewed By: n/a / Test Number: n/a Organizatio�: n/e Data: n/a We,the undersigned,certify that tha statements in this record are correct and that the test welds were prepared, welded,and tested in accordance with the requirements of Section 5, Part C or p of ANSI/AWS D1.1, (1996 ) Structural Welding Code--Steel. Manufacturer or Contractor: WESTERN STEEL ERECTION ` Authorized By: Date: Form E-4 ` . . ,� • '.. , � �v�� a� Annex FJ305 t: WELDER, WELDING OPERATOR OR TaCK WELDER G1UALIFICATiON TEST RECORD Type of Welder �ual Name " ave riner ldentification No. 535-86-4116 Welding Procedure Specific2tion No. Rev Date Record Actual Values Used in Qualification �ualification Range Variables Process/Type(Table 4.10, Item{2)j Si�LaJd Electrode (single or multiple) [Table 4.9, Item (9)J Sincile Sincr1 e CurrenUPolariry - Position[Table 4.10, ftem (5)j � 1F,4F,1G,4J Weid Progression(i'able 4.10, item(7)J ' A N A Backing(YES or NO) [Tabie 4.10, Item (8)) With I .250" MateriaUSpec. [Table 4.10, Item (1)j A� '•-to A36 Base Metal Thicfcness:(Plate) . Groove � One Inch linlimite� Fillet � O r�`�1�� I linl�mi ted Thickness: (Pipe/tube) � � / Groove I linlimited F�Ilet � un 1IC12LE.'Q Diameter. (Pipe) � Crcove I 2�" & Cver Filtet � ?C�� Q�ier Filier Metal [Table 4.10, Item (3}J Spec. No. S. 1 Class E70?8-1 F-No. � I `1 thr'u F4 Gas/F(ux Type�abfe 4.10, Item (4)] N/A I Other � • VISUAL INSPECTION(4.8.1) Acceptable YES or NO Yes . . Guided Bend Test Results (4.30.5) Type Result � Type Result � I Fiilet Test Results (�.30.2.3 and 4.30.4.1) Appe2rance Filfet Size - Frac:ure Test Root Penetration Macroetch (Describe the locaticn, nature, and size of any c,ack cr tearing of the specimen.) Inspected by Tesi Number Organization Date RADIOGRAPHIC TEST RESULTS (4:30.3.1) Fim Identification Resuits Remarf�s Fiim Identifcation Results Remar'Rs Number Number 4G DD Satisfacto - N.A.D. Interpreted by M.G. Manger AS1VT-TC-lA Level II ��j�mber 5812 Organization lawest n ustria - ay, nc. Date - ' We,the undersigned,ceRify that the statements in this record are correci and that the test welds were prepared,weided,and .. tesied in accondance with the requirements of section 4 of ANSUAWS D1.1,( 1998 )Structural We(ding Code—Steei. . (yearj Manutacturer or Contrador Olaf Anderson Authorized ey Steve Scott Fnr.w G� fl�en � � Anr�z E��OS 4;�.LD`R, W�LQWG OPER:,TOR OR TACK ',^.'�LDER CUALIFICAT{ON T�ST RECORD �,; _ `, ;,,=�,� M?nual ,�^.-,, Dave Donner lden;;rica!icn ��. 53�-86-�116 �:v=_!c'�y =rc,�er�.;;� c-, �� . LpC� I��cilan r�o. ,=.�„ G,: nac�rd F,c;ua! Values I � U;e�' in Q�ali;�ca'i�r, C;.�i"rfic�'icn nar,ge ��?r'�`i_s ��)1 "'.t�'' I �r:�_s=;i�.�� a�l� _.10, It=m � = _...�c= (sinsfe cr rultiole) (Ta,�le .�. �'a.-� (=11 S�nC1e I �irr'1 0 C��,an:'P�i��"; 1�C–�� I ��si;;^r ��le Y.'0, Item (�)) 3',:� Ic, Z=,3�, / l�,2�,�_ � A �;�a!� ?.�cr_ss�cn ��a��e �.t 0. �tem i�)1 Up:��11 � -,' , , � U..r.--- Ea�king (Y�� or NO} [Table 1.1 0, It=m (H)) Yes I � � � I,.'2:�nd�;CC'�C rd.ri�2 -'.'I�, �t�(il �� ...:'� iC ._!p •2..� EdCr�lI1G �252 M�(=�y ... I T��ckness� (r,a,e) GrC''9 . CP.� �i1CR � UR?i..''11t2G C'll�� ! ri ; cr� I I��Yf'��$_. �- �,?:._.,_.) I Gr_.,,_ i ��n! m; �� =:i!�: , _ �C'i1_.:i_.. � 3'_�'_'. - __) , — �":C':= i:l" - ��'.-a- �il_I _ ��'.' r"-- `I!_ A;la;� =_ _ -.i0. I�_,�� l-�)� - - ..�__ r,�_ - i C�as� --r1� ^, � �. _. =L I i = -'�,�-- Q� �35�: �.r _= 2C19 -.li�, !i?Cl �`'� =�. -- — - y�-�' u I visua� ir�s�=_��ior� r� � �; � Fcc�o;a�� Yc� �r ��i0 f�� . � Gui�ed Bend Tes; nesult; (a.3Q.�j � ��•�� ;-,esult I TvC� as::i; , � � i i j i i rillet Test Resu!ts (�.:0.2.3 an� -.30.» 1) • i iQ..rr�=ic ,C� C�j�al Cj�� I c.eC(U�� iac� �^.CC, . _.,?i(d�IC(1 ivl-icr-;.o'C.`1 � � I (l.''25:,IC� .�'i2 �CC3uC(1, fld(Uf?� d('Q SI'c� G� 3i^� ...'dC�< �� :��,:�1^ Of Ii�a g�)�_� ��_, .l fr.sc�c;e�' Test Num�er �; --��_a'.icn Cale I R.^.D(OGRAPJ-{IC T�S i nESULTS (�:3v.3.1) I � j r^u,� ic=_^;ificaticr, �ii�;� Identifca:i�n i N, r P.esults Remarks I Nur;ber '.�su!'s ^.=_�,ark; � •.�,^er t =G DD Satistactory - N.A.D. I I, { � f incerpre,ec by Erent 'I'horsness AS�I'I'-TC-IA Le�-elTe's�Nunber 5 i50 C7rgari_=_tion.Midwest IndustriaZ X-Ra�, Inc. Gate 1-27-9� VVe, the�undersigned,certify ti�a2 the sfatements in this record are correc, and that the tes;welds were prepared,welded, an� t��sted in ac:.�r�ance with t�e tequirements oE sec'ion 4 0(ANSI/AWS 01.1, ( 1998) Strvc:ura!V'Jeldir,g Code—St=el. _ (ye a r) h�anufacr,�re'r o�Contractor �Zaf Anderson & So[1 Authorized 6y Stev� �,�, _.� Construction Date - 6-98 _ _ _.__ _ WELDER, WELDING OPERATO�t OR TACK WELDER nUALIFICATION TEST RECORD Type of Welder: Arc Welder Name: Scott Fenske Idantificetion No: Weiding Procedure Specification No: nla Rev: n/e Date: n/a Record Actuai Vafues Used in Qualification Qualification Range V�sriabies Process(�ype (5.16.2) SMAW Manual Electroje (Single or Multiple) Sinqle Sinqle Curren*./Polarity DC Reverse Position (5.16.5) 3G (Vertical) 1G,2G,3G,4G,1F,2F,3F Weld Progression (5.16.7) Uohill Uphill Backin4i (YES or NO) (5.16.18) Yes With backinq Meterial/Spec. (5.1 6.1) ASTM:A36 to ASTM:A36 Base Metal Thickness: (Plate) Groove 1.000" 0.125" to Unlimited Fillet n/a 0.125" to Unlimited Th ckness: (PipelTube) ' ._ ' Groove n/a 0.125" to Unlimited Fillet n/a 0.1 25" to Unlimited Dismeter: (Pipe) „ Groove n/a-Plate Over 24" OD Fillet n/a Unlimited Filler Metai (5.16.3) ' Spec. No. AWS A5.1 Class E7018 F-No. 4 1,2,3,4 GasiFlu>; Type (5.16.4) n/� Other n/a n'a VISUAI INSPECTION (5.12.6 ar 5.12.7) Acceptabie: YES or NO Yes Guided Bend Teat Reaulta (5.28.2/5.29.1) Typa Rasult ; Type Result i 3G-1 Side Satisfactorv ' n/a n/a 3G-2 Side Satisfactorv ' Fillet Test Resulte (5.28.2;5.28.3;5.39.3/5.39.41 Appearance: n/e Fillet Size: n/a Fracture 7est Root Penetretion: n/a —, Macroetch: n/a (Describe the location, nature, an ize of eny cr ^ or earing of the specimen.) Inspectec By: Daniel Sn der ti Test Number. 3016 97-54287q Organization: Twin Cit Testin /Maxim Technolo ies Inc Date: November 19, 1997 RADIOGRAPHIC TEST RESULTS (5.28.4/5.39.2) Film � Film _ Identification ' Identification i Number Results Remarks � Number Resulis Remarks n;a n/a � -- � Reviewed By: n/a ' Test Number: n/a Organization: n/a Date• n/a We,the undersignad,certify that the statements in this record are correct end thet the test welds were prepared, welded, and tested in accordance with the raquirements of Section 5, Part C or p of ANSI/AWS D1.1, (1996 ) Structural Weldin6 Code—Steel. Manufacturer or Contractor: WESTERN STEEL ERECTION � Authorizec By: Date: Form E-4 • WELDER AND WELDING OPERATOR QIIALIFICATION TEST RECORD REPORTED TO: Western Steel Erection DATE: March 12 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, rIN 55356 P7elder or Welding operator' s nane Scott Fenske Identification No. Welding PrOC2SS SI''�1w Manual x SemiautomaLic Machine Position 3G (Vertical Up) (Flat, Hcrizontal, Overhead, or Vertical -If Vertical, state uhether upuard or dounuard) In ac��ordance with procedure specification no. n/a Mater.ial Specification ASTM:A36 Diame��er and Wdll Thickness �lf plpe) -Otheruise, Joint 7hickness l . 00�� Thickizess Range this qualifies 0 . 125" to Unlimited FILLER METAL specification No. AW S A 5. 1 Classification No. E 7 0 1 8 F No. 4 Describe filler material (If not covered by AUS Specification) T1/d ts Backinc3 Strip used? �'eS Filler Met:al Oiameter and Trade Name 1/8�� Flux for Submerged Arc or gas for Gas Hetal Arc or Flux Covered Arc uelding _27l a VISUAL INSPECTION (9 . 25 . 1) Appearance Satisfactorv Undercut Satisfactory Piping Poresity Satisfactorv GUIDED BEND TEST RESULTS TYFe - Result G-1 SidP Sati fa torv G- Side atisfactor FILLET TEST RESULTS Appearance_ T1/d • Fittet Size Fracture Test Root Penetration Macroetch (Describe the location, nature and size ef any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Film Identification IResults Rerr�arks I n a Test�witnessed by WESTERN STEEL ERECTION Test no. �r , samples tested by: TW N CITY ESTING CORPOR.ATION �aboratery test no. 4142 90-0594w � Pe� Test date March 9 , 1990 ue, the undersigned, certify that the statements in this record are correct and that uelds were prepared and tested in accordance uith the req��irements of 5C or p of AtIS D1.1, 1988, Structural uelding Code. Marwfacturer or contractor WESTERN STEEL ERECTION Q Author i zed by �-}�.Q� t � �. -J d-z,/i.�,h1/f Date L�•f�.�� AELDER AND AELDING OPERATOR QIIALIFICATION TEST RECORD REPORTED TO: Western Steel Erection DATE: March 23 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 tv'elder• or Welding operator' s name Scott Fenske Identi.fication No. ti"7eldir:g PL'OCeSS S�W Manual x Semiautomatic Machine Position 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -(f Vertical, state uhether upward or dounuard) In accordance with procedure specification no. n/a rlaterial Specification ASTM:A36 Diameter 3rid Wall Thickness (if plpe) -otherNise, ,loint Thickness 1. 00" Thickness Range this qualifies 0 . 125" to Unlimited FILLER METAL specification No. AWS A5 . 1 Classification No. E7018 F No. 4� Describe filler material (If not covered by A'.!S Specification)__ri l 3 !s Backing Strip used? 1�eS Filler Metal Diameter and Trade Name 1/8�� Flux for Sutraerged Arc or gas for Gas Metal Arc or Flux Covered Arc Welding I"1/d VISUAL INSPECTION (9 . 25 . 1) ^FFearance_ S3t1SfaCtOr'V Undcrcu: Satisfaetory Piping Poresity Satisfaetorv GUIDED BEND TEST RESULTS TYP' Result � 4'�-� S��P Sati fac or Gi,-� i S *i f rv FILLET TEST RESULTS Acpearance_ri�a Fillet Size Fracture Test Rooi Penetration Macroetch (Descri6e the loca2ion, na[ure and size of any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Film Identification Results Remarks - n/a � Test�wi�t:nessed by WESTERN STEEL ERECTION Test no. per Samples tesied by: T N CITY ESTING CORPORATION �aboratory test no. 4142 90-0707f Fe�� ( l�- Test date Mar'Ch 20 , 1990 ue, the undersigned, certify that the statements in this record are correct and that uelds uere prepared and tested in accordance uith the requirements of 5C or p of AVS D1.1, 1988, Siructural uelding Code. Manufacturer or contractor WESTERN STEEL ERECTION Q Authorized by ��,�K�f/ � , Date yl/Q�90 WELDER AND WELDING OPERATOR QIIALIFICATION TEST RECORD REPORTED TO: Western Steel Erection DATE: March 12 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 Welder or Welding operator' s name Scott Fenske Identification No. Welding PrOC2SS FCAW Manual Semiautomatic x Machine Position 3G (Vertical-Up) and 4G (Overhead) (Fla:, Horizontal, Overhead, or Vertical -If Vertical, state uhether upuard or dounuard) In ac��ordance with procedure specification no. n/a Material Specification ASTM:A36 Diame-�er and Wall Thickness (lf plpe) -otherNise, Joint Thickness l. 00" Thic}:Izess Range this qualifies 0. 125" to Unlimited FILLER METAL specification No. AWS A5. 29 Classification No. E71T8—N11 F No. 6 Describe filler material (If not covered by AUS Specification)___rll d Is 6ackin�� Strip used? Y2S Filler Met:al Diameter and Trade Name 5/64" Lincoln flux for Suh�nerged Arc or gas for Gas Metal Arc or Flux Covered Arc LJelding I7/d VISUAL INSPECTION (9 . 25 . 1) Fprearance_ S3�1SfaCtOT'y Undercut SdtlSfdC�OZ"� Piping Porosity Satisfaetory GUIDED BEND TEST RESULTS Type Result 3G-1 Side Satisfactorv 3"-�_ Si e S ti f t r 4,-1 SidP ti fact r 4G-2 Side Satisfactorv FZLLET TEST RESULTS Apcearance_ I1/d Fillet Size Fracture Test Root Pe^�etration Macroetch (Cescribe the location, nature and size of any crack or tearing of the specimen.) RADIOGRAPHZC TEST RESULTS Film Identification Resutts Rerrarks I n/z Test w tnessed by WESTERN STEEL ERECTION Test no. per sa Yles tested by: IN CI Y ESTING CORP0�2ATION �aboratory test no. �142 90-0594� per_ / l.� Test date Maz'Ch 12 , 1990 ue, the ur�dersigned, cer:ify that the sta;ements in this record are correct and that ►+etds uere prepared and tested in accordance uith the req�irements of 5C or p of AUS D1.1, 1988, Structural uelding Code. Hanufacturer or contractor WESTERN STEEL ERECTION � Authorized by �. ' Date AELDER AND AELDING OPERATOR QIIALIFICATION TEST RECORD REPOF:TED TO: Western Steel Erection DATE: March 12, 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 6��elder or Welding operator' s name David Halderson Identification No. N;elding PTOCeSS Sr1AW Manual x Semiautomatic Machire Posi.tion 3G (Vertical Up) and 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Vertical, state uhether upuard or doWnuard) In accordance with procedure specification no. n/a riaterial Specification ASTM:A36 Diameter and Wall Thickness �lf �Jlpe� -Otheruise, Joint Thickness 1 . 00�� Thickness Range this qualifies 0. 125" to Unlimited � FILLER METAL specific��tion No. AWS A5 . 1 Classification No. E7018 F No. 4 Describe filler material <If not covered by AUS Specification) ri/a Is Backing Strip used? Y E S Filler Metal Diameter and Trade Name 1 1 8�� Flux for Sutxnerged Arc or gas for Cas Metat Are or Flux Covered Arc LJelding n/a VISUAL INSPECTION (9 . 25 . 1) A;.pcarar.ce Satisfactorv Unuercut Satisfactorv Piping Porosity Satisfactorv GUIDED BEND TEST RESULTS TYFe Result � 3G-1 _ Sid Satisfac'or 3G- Sid Sati fa or LG-1 id� Sa i fa or 4G-2 Side Satisfactorv FILLET TEST RESULTS Appearance ?1/a Fillet Size • fracture Test Root Penetration Macroetch (Describe the location, nature and size of any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Film ldentifica:ion Results Remarks _ I i n/a � i Test witnessed by WESTERN STEEL ERECTION Test no. per ' samples te�;ted by: TWIN CITY TE ING CORPORATION �aboratory test no. 4142 90-059�dCi � F`=� 7est date riarch 12 1990 ue, the unciersigned, certify that the statements in this record arp correct and that uelds uere prepared and tested in accordance with the rc�quirements of 5C or p of AUS D1.1, 1988, Structural Welding Code. Manufacturer or contractor WESTERN STEEL ERECTION Q Authorized by��1�h Lt.it_.t__[., � • �/J7�.t,/Yll1 Date '//• g0 . t . WELDER AND WELDING O�ERATOR QIIALIFICATION TEST RECORD REPORTED TO: Western Steel Erection DATE: March 12 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 Welder or Welding operator' s name Garv Halderson Identification No. Welding PZ'OCeSS SMAW Manual x Seniautomatic Machine Position 3G (Vertical Ub) and 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Vertical, state uhe.her upuard or dounuard) In ac��ordance with procedure specification no._ n/a i�ia�erial Specification ASTri:A36 Diane�ter and Wall Thickness (1f plpe) -Otheruise, ,loint Thickness 1 . 00" Thick;Zess Range this qualifies 0 . 125" to Unlimited FILLER METAL Specification No. A�dS A5 . 1 Classification No. E7018 F No. 4 Describe filler material (If not covered by A'aS Specification) I1/d !s Backin� Strip used? Y@ S Fitler Metal Diameter and Trade Name 1./8�� • Flux for Submerged Arc or gas for Gas Hetal Arc or Flux Covered Arc Uelding n/a VISUAL INSPECTION (9 . 25. 1) A;,;pear,�nce SdtlSfaCtOl-V Undercut Satisfactorv Piping Porosity Satisfaetory GUIDED BEND TEST RESULTS Type Result �G-1 Sid� Satisfa r cto I 3C- SidP i f torv � GG-1 i o a i fa r 4G-2 Side Satisfactor � FILLET TEST RESULTS Appearance rll d Fillet Size . Frac;ure Tas[ Root Penetration Macroetch (Describe [he loca:ion, rature and size of ary crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Film Iden;ificaticn Results Rerrarks I n�a � Test w:�tnessed by WESTERN STEEL ERECTION Test no. �_ , sarr�les tested by: TW 7 CITY T STING CORPORATION �abora,cry test no. 4142 90-059ccC �'" ` �^ Test da,e MarCh 12 . 1990 Ue, the wid=rstgned, certify that the siatements in this record are correct and that Wetds uere prepared and tested in accordance ui;h the re�uirements of 5C or p of A{1S D1.1, 1988, Structural uelding Code. Manufacturer or contractor WESTERN STEEL ERECTION 0 Authori zed by ,J��J�%�� Date t6/[. `j� WELDER,WELDING OPERATOR OR TACK WELDER QUAUFICATION TEST RECORD Type��f Welder. Arc Welder Name: Scott Halderson Identification No: 47�13-7433 W'viding Procedure Spec'rficatio� No: n/a Rev: 0 Date: n/a ! ecor c ua a ues Used in Qualrfication Qual�cation Range Variables Proco:u/Type (5.16.2) SMAW Manual Electrode (Single or Mukiple) Single Single Currerrt/Polarity DC Reverse Pos�tion (5.16.� 3G �Vortica� 1 G.2G,3G,1 F,2F,3F N/eld Progression (5.16.� Uphill Uphi!I Backirg (YES or NO) (5.16.18) Yes Yes Mntori,3USpec. (5.16.1) ASTM:A3o to ASTM:A36 Base ��etal Tnickness: (Plate) Groove 1.000' 0.125'to Unlimited Fillet n/a ' 0.125'to Unlimited Tliickness: (Pipe/Tube) Groove n/a 0.125'to UnlimRed Fillet n/a 0.125'to UnlimRed Diameter. (Pipe) ,._ Groove n/a-Plate Over 24'OD Fillet , n/a Unlimited Filier Nletal (5.16.3) Spec. No. AWS A5.1 Class E7018 F-Vo. 4 1.2.3.4 Gas/Fl�uc Type (5.16.4) n/a Other _n�a n/a VISUAL INSPECTION (5.12.6 or 5.72.� Acceptable: YES or NO Yes Guldad Bend Test Resutts (5.28.2J5.29.1) Type Result I Type Resuk I 3G-1 Side SatisfaC,ory � 3G-2 Side Satisfactorv i Flllet Test Resutta (5.28.2/5.28.3;5.39.3/5.39.4) Appeareince: n/a • Fillet Size: n/a Fracture Test Root Penetration: n/a Macroetch: n/a (DescriCe the location, nature, and si o any crac r eari g of the specimen.) Inspecte y: anie n er / est um er: 1 a Organizstion: Twin C' Testin auim Techno qies c Date: A�rii 11, 1996 RADIOGRAPHIC TEST RESULTS (5.28.4/5.39.2) Film � Film Identrficedion � Iden�cation Number Resufts Remarks � Number Fesufts Fenarks n/a n/a n/a I I Reviewed By: n/a Test Number. n/a Organizetion: n/a Date: n/a We,the undersigned, certify that the statements in this record are correct and that the test welds were prepared,welded, and tested in accordance with L'�e requiremertts of Section 5, Part C or p of ANSUAWS D1.1, 1996 SVuctural Welding Code—Steel. Year Manufadurer or Corrtractor: WESTERN STEEL EAECTION Authorized By: Data: Form E-4 WELDER AND WELDING OPERATOR QIIALIFICATION TEST RECORD REPORTED TO: Western Steel Erection DATE: March 12 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 W'eld.er or Welding operator' s name Brad Jacobs Identification No. Welding PY'OC2SS SM�1W Manual x Semiautomztic Machine Position 3G (Vertical Up) (flat, Horizontal, Overhead, or Vertical -If Vertical, state uhether upNard or dounuard) In ac��ordance with procedure specification no. n/a P�aterial Specification ASTM:A36 Diameter and Wdll Thickness (if pipe) -otherWise, Joint Thickness l . 00�� Thick;zess Range this qualifies 0 . 125" to Unlimited FILLER METAL specification No. AWS A 5 . 1 Classification No. E 7 0 1 8 F No. 4 Describe filter materiat (If not covered by AIJS Specification)__21 l d Is Backing Strip used? Y 2 S Filler Metal Diameter and Trade Name 1�S�� flux for Sut�erged Arc or gas for Gas Metal Arc or Flux Covered Arc Uelding n/a VISUAL INSPECTION (9 . 25 . 1) Appearanc� Satisfactory Uncerc.:c Satisfactorv Piping Pcrosity Satisfactory GUIDED BEND TEST RESULTS TYFe � Resutt 3 -i SidA Sati factorv 3��-? —_ 5i�'' a i f torv FILLET TEST RESULTS A�p�arance I']/d Fillet Size Fracture Test Root Penetration Hacroetch (Oescri�e the location, nature and size of any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Film Identification Results Remarks n/a Test witnessed by WESTERN STEEL ERECTION Test no. per sarr�ples tested by: N CI Y TESTING CORPORATION �aboratory test no. 4142 90-0594aa � Pe� � Test date Mar'Ch 12 1990 ue, the urxiersigned, certify [hat the statements in this record are correct and that uelds uere prepared and tested in accordance uith the rcrquirements of 5C or p of AWS D1.1, 1988, Structura( 4lelding Code. Marwfacturer or contractor WESTERN STEEL ERECTION O� Authorized by � J. ✓ �� — Date ��/f • 7 a WELDER AND AELDING OPERATOR QIIALIFICATION TEST RECORD REPORZ'ED TO: Western Steel Erection DATE: March 23 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 �lelder or Welding operator's name Brad Jacobs - Identification No. �'�elding Pr'OCeSS S�W Manual x Semiautcmatic Machine Position 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Vertical, state Whether upward or downuard) In accordance with procedure specification no. n/a P�Iaterial Specification ASTM:A36 Diameter arid Wall Thickness (lf Plpe) -otheruise, ,loint Thickness 1 . 00" TnicY.n�ss Range this qualifies 0 . 125" to Unlimited � FILLER METAL Specification No. AW S A 5 . 1 Ctassification No. E 7 0 1 8 F No. 4 :-�escribe f� tler material (If not covered by AUS Specification) n/a ls Backing Strip used? YEES filler Metal Diameter and Trade Name 1/8�� • flux for S�bmerged Arc or gas for Gas Metal Arc or Flux Covered Arc Welding n/a VISUAL INSPECTION (9 . 25 . 1} , ��a,��_Satisfactorv Undercut SatisfactorY Piping Porosity SatlSfactorv GUIDED BEND TEST RESULTS Type Result 4G-1 idP Sati factorv 4G-7 id� a i fac rv FILLET TEST RESULTS Appearance_'1/d Fillet Size Frac;ure Test Root Penetration Macroetch (Describe th� location, nature and size of any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Film Identi� tcaticn Results Remarks I i n a Test�wit.nessed by WESTERN STEEL ERECTION Test no. pe r sar�p;es teste� by: T CITY T STING CORPORATION �aboratory cest no. �142 90-0707d per � l_.-_ Test date Maz'Ch 20 , 1990 I,'e, the under:>igned, certify that the statements in this retord are correct and that uetds uere prepared and tested in accordance With the requ�rements of 5C or p of AtIS D1.1, 1988, Structural 1lelding Code. Hanufacturer or contractor WESTERN STEEL ERECTION O� Authori zed by ��{G� �..e�,l.J.��.�� Date f�//o/9d AELDER AND WELDING O�ERATOR QIIALIFICATION TEST RECORD REPOR7'ED TO: Western Steel Erection DATE: March 12 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 Welder- or Welding operator' s name Joe Linder Identi.fication No. Weldir.CJ pr'OCeSS SMAW Manual x Semiautomatic Machine Position 3G (Vertical-Up) and 4G (Overhead} (Fla;, Horizontal, Overhead, or Vertical -If Vertical, state uhether upuard or dounuard) In accordance with procedure specification no. n/a Material Specification ASTM:A36 Diameter and j'7d11 Thickness �lf pipe) -otheruise, Joint Thickness 1. 00�� lhickness Range this qualifies 0. 125" to Unlimited � FILLER METAL specification No. AWS A5 . 1 Classification No. E7018 F No. 4 Describe filter material (If not covered by AUS Specification) 27/a Is Backing Strip usedl Y e S Fitler Me2al Diameter and irade Name 1/g�� - Flux for Submerged Arc or gas for Gas Metal Arc or flux Covered Arc tJelding n/a VISUAL INSPECTION (9 . 25 . 1) :,rpearance__SatlSfdCtOr'V Undercu[ Satisfaetorv Pipir,g Porosity Satisfaetorv GUIDED BEND TEST RESULTS I — — TYr`� P.esult �— 3G-1 Sic'> Satisfactcrv 3 - Sid� a i fa t r 4 1 i � S i fac orv 4G-2 Side Satisfactorv FILLET TEST RESULTS Appearance_11/d Fi t let Si ze Fracture Test Root Penetration Macree�ch (Describe tfie location, nature and size of ary crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS fitr ldenti`icaticn Resul25 Rerrzrks n a Tes�tnessed by WESTERN STEEL ERE,CTION Test no. pe r samoles tested by: T N CITY ESTING CORPORATION �a:oratcry test no. 4142 90-0594u � �� 7est date MarCh 9 , 1990 __ ue, the unde�signed, certify tha: the statements in this record are correct arxi that Welds were prepared and tested in accordance Nith the requirements of 5C or p of A11S D1.1, 1988, Structural uelding Code. Manufacturer or contractor WESTERN STEEL ERECTION � Authorized by � Date •/�•9b WELDER AND WELDING OPERATOR QIIALIFICATION TEST RECORD P.EPOR�CED TO: Western Steel Erection DATE: March 12, 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 ��,elder or Welding operator ' s name Joe Linder Ident:ification No. j'iAldirzg PZ'OC2SS FCAW Manual Semiautomatic x Machine Position 3G (Vertical-Up) and 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Ver[ical, state uhether upuard or dounuard} In acc.ordance with procedure specification no. n/a Mater�al Specification ASTM:A36 Dldfiet:er' arid Wall Thickness (lf �71Pe� -otheruise, .loint 7hickness 1 . 00" Thickt7ess Range this qualifies 0 . 125" to Unlimited FILLER METAL Specifica;ion No. AWS A5 . 29 Classification No. E71T8-N11 F No. 6 Describe filler material (If not covered by AUS Specification) I7/3 Is Backin�3 Strip used? Yes riller Me:al Diameter and Trade Name 5/64" Lincoln flux for Submerged Arc or gas fer Gas Metat Arc or Flux Covered Arc Uelding T1/a VISUAL INSPECTION (9 . 25 . 1) ;.�pear�nce Satisfactorv Undercut Satisfactorv Piping Porosi:y SatisfactorV GUIDED BEND TEST RESULTS TYFn Result 3G-1 _ Sid� Satisfactorv 3G- idP i fa orv 4G-1 id a i factorv 4G-2 _ Side Satisfactorv FILLET TEST RESULTS Appearance t']/d Fitlet Size • �rac;ure Test Root Penetration Macroetch (Describe the location, nature ard size of any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS IFilm Iden2ificaticn Results Remarks n!a Test wltnessed by WESTERN STEEL ERECTION Test no. ce r sarrt:les tested by: T N CI Y TESTING CORPORATION Lzboratory tes2 no. 4142 90-0594h l ( F�� `-�' Test date MdT'Ch 9 , 1990 ue, the urxiersigned, certify thai the statements in this record are correct and that welds uere prepared and tested in accordarce with the rc�uirements of 5C or p of AUS D1.1, 1988, Structural Welding Code. Manufacturer or contractor WESTERN STEEL ERECTION � Authorized � J . Date WELDER, WELDING OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Type of Welder: Arc Welder Name: Jeffrey Nelson Identification No: V`Jeldina Procedure Specification No: n/a Rev: n/a Date: n/a Record Actual Values Used in Qualification Qualification Range V�iriabtes Proces:;(Type (5.16.2) SMAW Manuai Electro�je (Singie or Multiple) Single Sinqle CurremiPolarity DC Reverse Position (5.16.5) 3G (Vertical) & 4G (Overhead) All W sld Progression (5.1 6.7) Uphill Uphill Backin4� (YES or NO) (5.1 6.18) Yes With backinq Material/Spec. (5.16.11 ASTM:A36 to ASTM:A36 Base Metal Thickness: (Plate) Groove 1.000" 0.125" to Unlimited Fillet • n/a 0.125" to Unlimited Th�ckness: (Pipe/Tube) Groove n/a 0.125" to Unlimited Fillet n/a 0.125" ro Unlimited Dieimeter. (Pipe) ... Groove n/a-Plate Over 24" OD Fil(et , n/a Unlimited Filler Metal (5.16.3) Sp:c. No. AWS A5.1 Class E7018 F-�'o. 4 1,2,3,4 Gas/Flux Type i5.16.4) n!a Other n/a n!e VISUAL INSPECTION (5.12.6 or 5.12.7) Acceptable: YES or NO Yes Guided Bend Test Reaulte (5.28.2/5.29.1) 7ype Result � Type Result i 3G-1 Sido Satisfactorv ! 4G-1 Side Satisfactory 3G-2 Side Satistactory I 4G-2 Side Satisfactory Fiilet Test Rasults (5.28.2/5.28.3;5.39.3i5.39.4) Appearance: n/a Fillet Size: n/a Fracture Test Root Penetration: n/a Macroetch: n/a (Describ�j the location, neture, and ze af any crac te ing of the specimen.) Inspecte� By: Daniel Sn der Test Number: 3076 97-54287d Organizetion: Twin Citv Testin !Maxim Techn lo ie Inc Date: November 19. 1997 RADIOGRAPHIC TEST RESULTS (5.28.4/5.39.2) Film i Film Identificetion ; Identification Number Results Remarks ; Number Resul;s Remarks n/a n/a ' � Reviawsd By: n/a Test Number: n/a Organiza!ion: n/a Date: n/a `Ve,the undersigned,certify thet the statements in this record are correct and that the test welds were prepared, weldad, and tested in accordance with the requirements of Section 5, Part C or p of ANSI/AWS D1.1, (1996 ► Structura�Walding Code--Steei. Manufacturer or Contractor: WESTERN STEEL ERECTION \ Authorize�d By: Date: Form E-4 ' , _ . _ --- - _ ___ .----_�...___.�..__:. _:_�_:._� - -- _.._ __. . __ _... . __. -- _ . . .. ... ._. . _... s.:-:� .... AELDER AND WELDING O�ERATOR QUALIFICATION TEST RECORD REPORTED TO: Western Steel Erection DATE: March 23 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 Paelder or Welding operator' s name Jeff Nelson Identification No. Welding PT'OCeSS SMAW Manual x Semiautcratic Machine Position 3G (Vertical Up) and 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Vertical, state uhether upuard or dounuard) In accordance with procedure specification no. n/a P�Iaterial Specification ASTM:A36 Diameter and Wall Thickness �lf plpe) -otheruise, Joint Thickness l . OOrr Thickness Range this qualifies 0 . 125" to Unlimited FILLER METAL Specification No. AWS A 5 . 1 Classification No. E 7 0 1 8 F ho. 4 Describe filler material (If not covered by AIJS SFecification) ri/a Is Backing Strip used? Y e s filler Met��l Diameter and Trade Name 118�� ' Flux for Si:bmerged Arc or gas for Gas Metal Arc or Flux Covered Arc lJelding_ I11 a VISUAL INSPECTION (9 . 25 . 1) Appearance_ S3t15faCtoz'V Undercu: Satisfactorv Piping Poresi[y Satisractorv GUIDED BEND TEST RESULTS Type Result 3G-t Sida Sati factor 3G-" Side i fac rv 4 -1 SidP a i f r 4G-2 Side Satisfactor . FILLET TEST RESULTS Appearance_ri�a Fillet Size Fracture Te>t Root Penetration Macroetch (Describe the lecation, nature and size of any crack or tearing of the specimen.) R�DIOGRAPHIC TEST RESULTS Filn Identification Results Remarks n/a Test w tnessed by WESTERN STEEL ERECTIOTJ Test no. per sarr�ptes tested by: TWIN CITY TESTING CORPORATION �aboratory test no. 4142 90-070%c� _ � Fe� Test date MarCh 20 1990 Ue, the undersigned, certify that the statemenLs in this record are correct and that uelds Were prepared and tested in accordar,ce with the req�irements of SC or p of At1S D1.1, 1988, Structural uelding Code. MarTufacturer or contractor WESTERN STEEL ERECTION O Authorized by ��!XC9l/ VLe�---�� — - Date 9'�/n/91� AELDER AND WELDING OPERATOR QIIALIFICATION TEST RECORD REPORTED TO: Western Steel Erection DATE: March 23 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 Welder or Welding operator' s name Neal Ramlow Identification No. F�elding Process S�W Manual x Semiautomatic Machine Positi��n 3G (Vertical Up) and 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Vertical, state uhether upuard or downuard) In acc��rdance with procedure specification no. n/a Nlateri��l Specification ASTM:A36 Diametf�r and �ti'all Thickness �1f plpe) -otheruise, Joint Thickness l . 00�� Thicknf�ss Range this qualifies 0 . 125" to Unlimited FILLER METAL Specification No. AW S A 5 . 1 Classification No. E 7 0 1 8 F No. 4 Describe filler material (tf not covered by AWS Specification) ri/a Is Backing Strip usedl Y@ S Filler Metal Diameter and Trade Name 1/8�� - Flu�c for Su�erged Arc or gas fcr Gas Metal Arc or Flux Covered Arc Llelding I1/d VTSUAL INSPECTION (9 . 25 . 1) App�arance_ S3t1SfaCtOY'V U�ercut Satisfactorv Piaing Pcrosity Satisfactorv GUIDED BEND TEST RESULTS Type Result 3G-1 Side S3'isfactcrv 3G- Side i f r 4G-1 Sid i f r 4G-2 Sid� Satisfactorv FILLET TEST RESULTS Appearance_ri1 d Fillet Size Frac[ure Te�ct Root Penetration Macroetch (D=scribe th�e location, nature arx; size of any crack er tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Film Idencificatien IResults Remarks n/a I Test w tnessed by WESTERN STEEL ERECTION Test no. pe r sarr�les tested by: TWI CITY T STING COP.PORP.TION �aboratory test ro. 4142 90-070%h � Fef 7est date M3r'Ch 20 , 1990 ue, the urxiersigned, certify that the statements in this record are correct and that Welds uere prepared and tested in accordance with the req��irements of 5C or p of A11S D1.1, 1988, Structural Uelding Code. Manufacturer or co�tractor WESTERN STEEL ERECTION O Authorized by /(i�'�OfI VL�G/� � Date y�/e/90 . � .. WELDER, WELDING OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Type of Welder: Arc Welder Name: Dan Rasset Identification No: VVelding Procedure Specification No: n/a Rev: n/a Date: n/a Record Actual Vaiues Used in Quelification Qualification Range Variables Process�Type (5.16.2) SMAW Manuaf Electrod�3 (Singls or Multiple) Sinqle Sinqle Current/Polarity DC Reverse Position (5.16.5) 3G (Vertical) 1G,2G,3G,4G,1F 2F,3F Wald Progression (5.16.7) Uphill Uphill Backing ;YES or NO) (5.16.18) Yes With backinq Material/Spec. (5.16.1) ASTM:A36 to ASTM:A36 Base Me:al Thickness: (Plata) Groove 1.000" 0.125" to Unlimited 1=illet n/a 0.125" to Unlirrmited Thickness: (Pipe/Tube) c�roove n/a 0.125" to Unlimited F�illet n/a 0.125' to Uniimited Diameter: (Pipe) ,._ Groove n/a-Plate Over 24" OD Fillet n/a Unlimited Fiiler Met,31 (5.1 6.3) Spec. No. AWS A5.1 Class E7018 F-No 4 1.2.3,a Gas/Flux �fypo (5.1 0.4) n/a Other nla n!a VISUAL INSPECTION (5.12.6 or 5.12.7) Acceptable: YES or NO Yes Guided Bend Test Reeulte (5.28.2r5.29.1) " Type Result � Type Result I 3G-1 Side Satisfectory ! n/a n/a 3G-2 Side Satisfactory ! Fillet Test Rasults (5.28.2/5.28.3;5.39.3/5.39.4) Appearance: n(a Fillet Size: n!a Fracture Tcist Root Penetration: n/a Macroetch: n/e (Describe the location, natura, and e o� any crac te ng of the specimen.) Inspected By: Daniel Sn der Test Number: 3016 97-54237f Organization: Twin Cit Testin axim Techno o ie Inc Date: November 19, 1997 RADIOGRAPHIC TEST RESULTS (5.28.4;5.39.21 Film ; Film Identification � Identification Number Results Remarks � Number Results R=marks n/a n/a � � Reviewed 8y: n/a ' Test Number: n/a Organization: n/e Date: n/a Y�a, tha undersigned,certify that the statements in this record are correct and that the test welds were prepared, welded, end tested in accorda�cs with the reGuirements of Section 5, Part C or p of ANSI/AWS D1.1, (1996 ) Structural VVelding Code—Stael. Manufacturer or Contractor: WESTERN STEEL ERECTION ` Authorized Ely: Date• Form E-4 AELDER AND WELDING OPERATOR QIIALIFICATION TEST RECORD REPORTED TO: Western Steel Erection DATE: March 23 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, rIN 55356 ��]elder or Welding operator' s name Dan Rasset Identification No. j'7Er'Z�lI1� PZ'OCeSS SI"TAW Manual x Semiautcmatic Machine Position 3G (Vertical Up) (Flat, Horizonta[, Overhead, or Vertical -If Vertical, state uhether upuard or dounward) In acc�rdance with procedure specification no. n/a rlateri�l Specification ASTM:A36 Dia::�et�3r' and W31Z Thickness �lf plpe) -otheruise, Joint Thickness l . 00�� Thickn�=_ss Range this qualifies 0 . 125" to Unlimited FILLER METAL Speci'ication No. AWS A 5 . 1 Classification No. E 7 0 1 8 F No. 4 Gescribe filler material (If not covered by AUS Specification) I']/a Is Backing Strip used? Y 2 S Filler Metal Diameter and Trade Name 1�8�� - Flux for S�bmerged Arc or gas for Gas Metal Arc or Flux Covered Arc LJelding I1 l d VISUAL INSPECTION (9 . 25 . 1) A�oeara�,�e_ Satisfactorv Undercut_ SdtlSfdCtOT'y Piping Porosity Sa�15f�CtOr'V _ GUIDED BEND TEST RESULTS i TYFe Result I I 3G-� Sid Sati factorv 1 �G-� idP i f r FILLET TEST RESULTS Appearance_Tl/d Fillet Size • Frac'ure Tesi Root Penetration Macroetch (Describe tFe locatien, nature and size of any crack or tearing of the specimen.) RADIaGRAPHIC TEST RESULTS Film Identificaticn Results Remarks I I n/a Test�w��nessed by WESTERN STEEL ERECTION Test no. rer sar�tes test��d by: TWIN CITY ESTING CORPORATION �abcratory test no. �14 2 9 0-07 G%c F'� � � Test date Mar'Ch 20 . 1990 L+'e, the under•signed, certify that the statements in this record are correct and that uelds uere prepared and tested in accordance With the reGuirements of 5C or p of AI1S D1.1, 1988, Structural uelding Code. Manufacturer or contractor WESTERN STEEL ERECTION � Authorized by ��i,{�d�/' V-u-C✓ - -� - Date y�/lf�9D WELDER AND WELDING O�PERATOR QUALIFICATION TEST RECORD P.EPOR�CED TO: Western Steel Erection DATE: March 12 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, MPI 55356 G•Telder or Welding operator ' s name � c ae - c aus — Identj.fication No. i'7eldirig prOCeS5 Sr'jA�^,' Manual x Semiautomatic Machine Fositi.on 3G Vertical—Up) and 4G (Overhead) -- (Flat, Norizontal, Overhead, or Vertical -If Vertical, state uhether up�.�ard or deunuard) In acc.ordance with procedure specification no. n/a i�aterial Specification ASTr1:A36 Diamet.er and Wall Thickness �lf plpe� -otherWise, Joint Thickness 1 . �0�� Thickr.ess Range this qualifies 0 . 125" to Unlimited FILLER METAL — � specification No. A W S A 5. 1 Ctassification No. E 7 0 1 8 F uo. 4 Descrfbe..ffller material (if not covered by AL1S Specifico[fon) n/a Is Backing Strip �sed1 Y e s Filler Me[al Diameter and Trade Name 1/g�� - flux for S�bmerged Arc or gas for Gas Hetal Arc or Flux Covered Arc tielding n/a VISU7IL INSPECTIOrI (9 . 25 . 1) A;,pearance_ SdtlSfc-1CtOL�y Uce,+erc�t Sat1S�dC�Or'y _ Piping Poro;i[, Satisfaetorv GUIDED BE2dD TEST RESULTS � �Yp� Resul[ � G- id� , i f rv � n i r � � a i f or ��'Z Side Sotisfactor � FILLET TEST RESULTS Appcarancc ll/d — Fillet Size Fracture Test Root Penetration Macroe[ch (Describe the tocation, na[ure and size of any crack or tearing ef the s�cimen.) RADIOGRAPHIC TEST P.EStiLTS Film Identification Results Remarks ! i n f � I Tesc t witnessed by WESTERN STEEL ERECTION Test no . per sarrples tested by: TW CITY ESTING CORPOP.ATION �abcracory test ne. 4142 90-0594z _ � / per l.� Test•date P�Iarch 12 , 1990 �+'e, the undersigned, certify that the statements in this record are correct end thai uelds Nere prepared and tested in accordance uith the reqtiirements of 5C or p of AUS D1.1, 1988, Str�ctural 1lelding Code. Hanufacturer or �tractor WESTERN STEEL ERECTION O Authorized by V,��Yt.c.frlU . Date Lf.lt.Q/� AELDER AND WELDING OPERATOR QIIALIFICATION TEST RECORD , REPORTED TO: Western Steel Erection DATE: March 12, 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 Welder or Welding operator's name Rick Sutton Identification No. Welding Process SMAW Manual x Semiautomatic Machine Position 3G (Vertical Up) and 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Vertical, state uhether upuard or dounWard> In accordance with procedure specification no. n/a Material Specification ASTM:A36 Diameter and Wall Thickness (lf pip@) -otheruise, doint Thickness 1. 00�� Thickness Range this qualifies 0. 125" to Unlimited FILLER METAL specification No. AWS A5. 1 Ctassification No. E7018 F No. 4� Describe filler material (!f not covered by AUS Specification) ri/d Is Backing Strip used? Y A S Fitler Metal Diameter and Trade Name 1/8�� Flux for Submerged Arc or gas for Gas Metal Arc or Flux Covered Arc Ilelding I1/d VISUAL INSPECTION (9. 25. 1) Appearance Satisfaetorv Undercut Satisfactorv Piping Porosity Satisfaetory GUIDED BEND TEST RESULTS Type Result -1 i a i f r id - f r 4 -� � ' f r 4G-2 Side Satisfactor FILLET TEST RESULTS Appearance_ ri/d • Fillet Size Fracture Test Root Penetration Macroetch (Describe the location, nature and size of any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Fitm Identification Results Remarks - n/a Test witnessed by WESTERN STEEL ERECTION Test no. per ' samples iested by: TWI CITY TE TING CORPORATION laboratory test no. 4142 90-0594V � �� Test date MaY'Ch 12 , 1990 ue, the iridersigned, certify that the statements in thts record are correct ard that welds were prepared and tested in accordance uith the requirements of SC or p of AL1S D1.1, 1988, Structural Welding Code. Manufacturer or contractor WESTERN STEEL ERECTION � Authorized �, Date _ _ . . =- � :�. :.. � _ ,.� . , � : ;.. ' . �. . . .._ ... , . .. - � � ' Y .�- _ . ,_. .; �,: .. •� . �•' � '..� .,� . ..,.. ,. e�-w , . .. . . ' . . ��_ :. - ' � �,. , , .: . . � . . .:,.. .. .. ..,r'.' - . . . . :. �; . .. � . . . . �� -.. . .. . ; , : � . . . .. . .� . .. AELDER AND WELDING OPERATOR QIIALIFICATION. TEST RECORD � REPORTED TO: Iron Workers Local 512-JAC . DATE: January 25, 1989 Attn: Mike Kerr 235 Marshall Ave St Paul, MN 55102 Welder or Welding operator' s name Bruce Swanson Identification No. 47I-88-2450 Welding PZ'OC@SS SI�1AW � Manual X Semiau;a�atic Machire Position 3G (Vertical Upward) & 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Verticat, state uhether upuard or dounuard) � In accordance with procedure specification no. n/a Material Specification ASTM:A240 Diameter and Wdll Thickness (1.f PlPe) -otheruise, Joint Thickness 0. 375" Thickness Range this qualifies Up to 0 . 750" FILLER METAL - S�cification No. Aj�].0 A�, d Classification No. E308L-16 F No. 5 Oescribe filler material (If not covered by AUS Specification) 71/3 Is Backing Strip used? Y e s Filler Metal Diameter and 7rade Name n/a • Flux for Su�nerged Arc or gas for Gas Metal Arc or Flux Covered Arc Welding T1/a VISUAL INSPECTION (9 . 25. 1) Appearance Sdt1SLdC}OI"'V Undercut Satisfaetorv Pipirg Porosity Sdti Sf�C'tOrV GUIDED BEND TEST RESIILTS Type I Resuit I •-1 FacP Sati f . orv ; G-� Rcet a iefae crv i �G-1 Fac= ati fac•orv �G-2 Rcot Satisfactorv . FILLET TEST RESIILTS Appearance ?1/d Fillet Size ' Fracture Test Root Pene;ra:ion Macroetch (Descrioe the location, nature ar�e size or any crack or tearing o' the specimen.) RADIOGRAPFIIC TEST RESIILTS Film Identification � Results Rertsarks I n/a � I � Test w j e "e I N WORKERS LOCAL 512—JAC Tes� no. per � 7es:s conducted by T ' CITY T�TING C�RPORATION �aboratory test no. 41�2 8 9 0�3 4 c � �"� '' Test �ce Januarv 25 , 1989 Ue, the undersigned, certify that the statements in this rr_-ord are correct and that welds were prepared and tested in accordance uith the reruirements of 5C or 0 of AUS D1.1, 1988, Structural Weldinq Code. �O Manufacturer or contra or OR S I,OCAL 512— AC � ' Authorized by � ._ ' " ... 'k h .:�. .. .. �� ..... ... .. � � . .. . � . .. . _. ,. � .. .. .. . . .. . .. . .. . � . . .y . .. . ' _ ._ , '� . �� . . . . WELDER, WELDING OPERATOR OR TACK WELDER QUALIFICATION TEST.RECORD Type of Welder: Arc Welder Name: Bruce Swanson Identification No: Welding Procedure Specificatio� No: n/a Rev: n/a Date: n/a Record Actual Values Used in Quaiification Qualification Range Variables Process(fype (5.16.2) SMAW Manuai Electrode (Single or Multiple) Sinole SinQle CurrentlPolarity �C Reverse Position (5.16.5) 3G (Vertical) & 4G (Overhead) AI� Weld Progression (5.16.7) Uphill Uohill Backing (YES or NO) (5.16.18) Yes With backina Material/Spec. (5.16.1) ASTM:A36 to ASTM:A36 6ase Metal Thickness: (Plate) Groove 1.000" 0.125" to Unlimited Fillet n;a 0.125" to Unlimited • Thickness: (Pipe/Tube) ' Groove n/a 0.125" to Unlimited Fillet nla 0.125" to Unlimited Diameter: (Pipe) Groove n/a-Plate Over 24" OD '� Fillet n/a Unlimited Filier Metal (5.16.3) • Spec. No. AWS A5.1 Class E701 S F-No. 4 1.2,3,4 Gas/Flux Type (5.16.4) n/a Other n/a n(a VISUAL INSPECTION (5.12.6 or 5.12.7) Acceptabie: YES or NO Yes Guided Bend Test Results (5.28.2`5.29.1) ' Type Result i Type Result i 3G-1 Side Satisfactor ' 4G-1 Side Satisfactor 3G-2 Side Satisfactorv ' 4G-2 Side Satisfactor Fillet Test Results (5.28.2/5.28.3;5.39.3/5.3°.4) Appearance: n!a Fillet Size: n/a Fracture Test Root Penetration: n/a Macroetch: n/a (Describe the location, nature, apd size of any�ery�ck�tearing of the specimen.) • Inspected By: Daniel Snvder �(.�^r G�.-'' 'f�� Test Number: 3016 97-54287a Organization: Twin Citv Testina/Maxim Techno(ooies Inc Date: November 19. 1997 RADIOGRAPHIC TEST RESULTS {5.28.4/5.39.2) Fiim ! Film Identification i Identification Number Results Remarks ; Number Results Remarks n/a n/a i i Reviewed By: n/a Test Number: n/a Organization: n/a Date: n!s We, the undersigned,certify that the statements in this record are correct and that the test weids were prepared, welded, and tested in accordance with the requirements of Section S, Par; C or p of ANSI;A�VS D1.1, (1996 ) Structural Welding Code--Steel. Manufacturer or Contractor: WESTERN STEEL ERECTION � Authorized By: Date: Form E-4 ^ WELDER,WELDING OPERATOR OR TACK WELDER QUALIFlCATION TEST RECORD Type of Welder: Arc Welder PJame: Cal Vickerman Idantification No: Welding Procedure Specification No: n/a Rev: n a Date: n/e Record Actual Values Used in Qualification Qualification Range ' Variables Process/Type (5.16.2) SMAW Manual Electrode (Single or Multiple) Sinple Sinale Current/Polarity DC Reverse Fosition (5.16.5) 3G IVertical) & 4G (Overheadl q�� Weld Progression(5.16.7) Uphill Uphill Bar,king (YES or NO) (5.16.18) Yes With backin❑ Material/Spec. (5.16.1) ASTM:A36 to ASTM:A36 Base Metal Thickness: (Plate) Groove 1.000" 0.125" to Unlimited Fillet n/a 0.125" to Unlimited Thickness: (Pipe/Tube) Groove n/a 0.125" to Unlimited Fillet n/a 0.125" to Unlimited Diameter. (Pipe) ,.. Groove n/a-Plate Over 24" OD Fillet . n/e Unlimited Filler Metal (5.16.3) Spec. No. AWS A5.1 Class E7018 F-No. 4 1 2,3.4 Ges/Flux Type (5.16.4) n/e Other n!a n/a VISUAL INSPECTION 15.1 2.6 or 5.12.7) Acceptable: YES or NO Yes Guided Bend Test Reeults (5.28.2/5.29.1) TYPe Result i Type Result 3G-1 Side Sa_tisfactorv � 4G-1 Side Setisfactorv 3G2 Side __ SaUsfactorv I 4G-2 Side Setisfectorv Fillet Test Reeults (5.28.2/5.28.3;5.39.3/5.39.4► Appearance: n/a Fillet Size: n/a . Fracture Test Root Penetration: n/a Macroetch: n/a (Describe the location, nature, an s� of any r � r tearing of the specimen.} Inspected By: Daniel Sn der Test Number: 3016 97-54287e Organization: Twin Cit Testin /Maxim Techno ies Inc Date: November 25 1997 RADIOGRAPHIC TEST RESULTS (5.28.4/5.39.2) Fiim � Film - Identification i Identification Number Results Remarks � Number Results Remarks n/a n/a � i Reviawed By: n/a ' Test Number: n/a Organization: n/a Date: n/a We,the undersigned,certify that the statements in this record are correct and that the test welds were prepared, welded,and tested in accordance with the requirements of Section 5, Part C or p of ANSI/AWS D1.1, (1996 )Structural Welding Code--Steel. Menufacturer or Contractor: WESTERN STEEL ERECTION � Authorized By: Date• Form E-4 _ ...- - -- ----- _ .. __. _.. _.-�- --- - --_. . - - -- - - . . . _.. --- - -_.. , - . -� - � ' WELDEFt,WELDING OPERATdR OR TACK WELDER QUAUFICATION TEST RECORD Type of Welder: Arc Welder Name: Cal Vickerman Ident�caUon No: 477-82-4295 Welding Prxedure Spec�cation No:�a Rev: 0 Date: n/a ecor ua a ues Used in Qual'rfica2ion Variables Process/Type (5.162) FCAW Semiautomatic Electrode (Single or Muttiple) Sinqle Currertt/Polarity DC Reverse Position (5.16.� 45 deqree faed Weld Progression (5.16.� Uphill Backing (YES or NO) (5.16.18) Yes Materiai/Spec. (5.16.1) ASTM:A36 to ASTM:A500 Bese Metal Thickness: (Plate) Groove 0.500' Fillet n[a , Thickness: (PipelTube) • Groove 0.500' Fillet n/a Diameter. (Pipe) ... Groove 6'x 12' Fillet n/a Filler Metal (5.16.3) Spec. No. AWS A5.29 Ciass E71 T&Ni1 ~ F-No. 6 Gas/Flux Type (5.16.4) None required Other �/8 VISUAL INSPECTION (5.12.6 or 5.12.� Acceptable: YES or NO Yes Macroetch Tesi Reaulis (5.28.3) Type Fiesuk � Type Resuft I 1 Setisfectory I 2 Satisfactory 3 Satisfactory � 4 Satistactory Flllet Test Results (5.282/528.3;5.39.3/5.39.4) Appearance: _n[a Fillet Size: n/a Fracture Test Root Penetration: n/a Macroetch: _�a iDescribe the location, nature, and si of ny crack r ari of the specimen.) nspede y: anie n er est um er: Organization: Twin C' Testin Maxim Technolo ies c Date: April 8, 1996 � RADIOGRAPHIC TEST RESULTS (5.28.4/5.39.2) Film � Film � Ident'rfication � Idertt�cation Number Resutts Remarks � Number Resutts Remarks n/a n/a n/a � I Reviewed By: n/a Test Number: n/a Organization: n/a Oate: n/a We,the undersigned,certify that the statemertts in this record are correct and the!the test weids were prepared,weided, and tested in accordance witti the requiremerrts of Section 5, Part C, Figure 5.26 of ANSUAWS D1.1, 1( 994 1 Structural Welding Code-Steel. Year Manufacturer or Corrtractor. WESTERN STEEL ERECTION Authorized By: Date: FoRn E� �� AELDER AND AELDING OPERATOR QUALIFICATION TEST RECORD REPORTED TO: Western Steel Erection DATE: March 12 , 1990 Attn: Herman McClellan PO Box 575 Long Lake, NIN 55356 �,elder or Welding operator' s name Cal Vickerman Identification No. F;�lding PY'OCeSS SMAW Manual x Semiautoma:ic Machine Position 3G (Vertical-Up) and 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Vertical, state uhether upuard or do:+nuard) In accordance with procedure specification no. n/a Material Specification ASTM:A36 Diameter a?1C� �^ldll Thickness (].f plpe) -Otheruise, Joint Thickness l. �0�� !'nickness Range this qualifies 0. 125" to Unlimited FILLER METAL specification No. AWS A5. 1 Classification No. E7018 F No. 4 Describe filler material (If not covered by AWS Specification) n/a !s Backing Strip used? Y E S Filler Metal Diameter and Trade Name 1/8�� Fl�.:x for Submerged Arc or gas for Gas Metal Arc or Flux Covered Arc Nelding T1/d VISUAL INSPECTION (9 . 25 . 1) Arrearance Satisfactorv Undercut Satisfactorv Piping Porosity Satisfactory GUIDED BEND TEST RESULTS Type Result '�� d a i fa r G- id i f r 4G-1 id i f or 4G-Z Side Satisfactor FILLET TEST RESULTS Appearance I1/d • Fillet Size frzcture Test Rooi Penetration Macroetch (Describe the location, nature and size of any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Fitm Identification Results Remarks . n a Test witnessed by_WESTERN STEEL ERECTION Test no. per samptes tested by: TW N CIT ESTING CORPORATION �aboratory test no. 4142 90-0594c1 ! � �� Test date Februarv 28 , 1990 ue, the undersigned, certify ihat the statert�ents in this record are`correct and tha; welds were prepared and tested in accordance uith the requirements of SC or p of Aus D1.1, 1988, Structural 4lelding Code. Manufacturer or contractor WESTERN STEEL ERECTION O � Authorized by J. Date , ., � . _ - ' WELDER AND WELDING OPERATOR QIIALIFICATION TEST RECORD REPORTED TO: Western Steel Erection DATE: March 12, 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 Welder or Welding operator' s name Cal Vickerman Identification No. wElding PY'OC2SS FCAW Manual Semiautomatic x Machine Position_ 3G (Vertical—Up) and 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Vertical, state Whether upuard or dounWard) Irr accordance with procedure specification no. n/a Material Specification ASTM:A36 Di.ameter drid Wall Thickness (lf plpe) -otherWise, doint rhickness 1. 00" ' Thickness Range this qualifies 0. 125" to Unlimited FILLER METAL Specification No. AWS A5. 29 Classification No. E71T8-Nil F No. 6 � Describe filler material (If not covered by AUS Specification) ri/1 is Backing Strip used? Y 2 S filler Me[al Diameter and Trade Name 5/64" Lincoln Flux for Submerged Arc or gas for Gas Metal Arc or Flux Covered Arc Llelding 21/3 VISUAL INSPECTION (9 . 25 . 1) Appearance Satisfactory Undercut_Sat1Sf3CtOY'V Piping Porosity Satisfactory GUIDED BEND TEST RESULTS Type Result G•1 id i fac r 3G- Sid i f r 4G-1 id ' fa r 4G-2 Side Satisfactor FILLET TEST RESULTS Appearance l'1/3 • Fillet Size Fracture Test Root Penetration Macroetch (Describe the location, nature and size of any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Film Identifica[ion Results Remarks - n a Test wltnessed by WESTERN STEEL ERECTION Test no. per samples tested by: TWIN C T TESTING CORPORATION �aboratory test no. 4142 90-0594e per � � Test date MdrCh 9 , 1990 ue, the undersigned, certify that the statements in this record are correct and that uelds uere prepared and tested in accordance uith the requirements of 5C or p of AWS D1.1, 1988, Structural Weldin9 Code. Manufacturer or contractor WESTERN STEEL ERECTION Op / � Auihorized ✓• Date ---- --- - - -- __�_. ��.� � _.� _ , _r. :._.._.. ; _ _ ------ - . , -�. ---� _..--_ _------,_. „p .- - ., _ : , � . -. . - AELDER AND AELDING OPERATOR QIIALIFICATION TEST RECORD , REPORTED TO: Western Steel Erection DATE: April 25, 1990 Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 welder or Welding operator's name Harrv Wiswell Identification No. Welding Pr'OCeSS SMAW Manual x Semiautomatic Machine Position 3G Vertical Up) (Flai, Horizontal, Overhead, or Vertical -If Verfical, state uhether upward or dounuard) In accordance with procedure specification no. Material Specification ASTM:A36 Diameter and Wall Thickness (lf Pi.pe) -otherwise, Joint Thickness l. 00�� Thickness Range this qualifies 0. 125" to Unlimited FILLER METAL specification No. AWS A 5 . 1 Ctassification No. E 7 0 1 8 F No. 4 Describe filler material (If not covered by A41S Specification)_ ri/d !s Backing Strip used? Y 2 S Filler Metal �iameter and Trade Name 1/8�� Flux for Submerged Arc or gas for Gas Metal Arc or Flux Covered Arc Velding I1/d VISUAL INSPECTION (9 . 25 . 1) Appearance Satisfactorv u�de��c_ Satisfactorv Piping Porosity__SdtlSfaCtOrV GUIDED BEND TEST RESULTS Type Result �� 'd a i f t r C- i i f r FILLET TEST RESULTS Appearance I]/d Fillet Size fracture Test Root Penetration Macroetch (Describe the location, nature and size of any crack or tearing of the specimen.) RADIOGRAPHIC TEST RESULTS Film Identification Results Remarks � n a Test witnessed by WESTERN STEEL ERECTION Test no. per samples tested by: TWIN CITY TESTING CORPORATION �aboratory test no. d_142 90-0866b �� '�� 7est date AUr'll 18 , 1990 ue, the undersigned, certify that the statertients in this record are correct and that uelds uere prepared and tested in accordance with the requirements of 5C or p of AUS D1.1, 1990, Structural uelding Code. Q Manufacturer or contractor WESTERN STEEL ERECTION _ Authorized by A:\ueldingVlWSV100 Date _._ .. _. _._ . ... _ _ __. _.. _. ._ _. , : . � . _- -- --- -- ____.. ._ _. _ ._ � _. . , . : ,. ,, _: , ,. _. �. - r -:.. ' ' . ��-:,,..._ .. .,.,.. :_. - � ,`� . . . , ,, . ��. .. � _, � . 1 . . . . . ._ . . � � � .. � . .�. � � . � � ' WELDER AND WELDI �TG OPERATOR QIIALIFICATION TEST RECORD P.EPORTED TO: Western Steel Erection DATE: March 23 , 1990 � Attn: Herman McClellan PO Box 575 Long Lake, MN 55356 L�lelder or Welding operator's name Harrv Wiswell Identification No. Welding Pr'OCeSS SMAW Manuat x Semiautomatic Machine Position 4G (Overhead) (Flat, Horizontal, Overhead, or Vertical -If Vertical, state uhether upuard or dounward) In accordance with procedure specification no. n/a Material Specification ASTM:A36 Diameter and W311 Thickness (lf Plpe) -Otherwise, Joint Thickness l. 00�� TYiickness Range this qualifies 0. 125" to Unlimited FILLER METAL Specification No. AWS A 5 . 1 Classification No. E 7 O 1 8 F No. 4 Oescr'ibe filler material (If not covered by AUS Specification) ri/3 !s Backing Strip used? Y 2 S Filter Metat Diameter and Trade Name __1/8�� Flux for Submerged Arc or gas for Gas Metal Arc or Flux Covered Arc Uelding ri/8 VISUAL INSPECTION (9 . 25 . 1) �FF2arance Satisfactory undercut_ SdtlSfaCtOY'V Piping Porosity Satisfactorv GUIDED BEND TEST RESULTS TYPe Resutt 4�� S'd Sa i fa r 4 - Side i f r FILLET TEST RESULTS Pppearance I1/3 Fillet Size Fracture Test Root Penetration Macroetch (Describe the location, nature and size of any crack or tearing of the specimen.) R.ADIOGRAPHIC TEST RESULTS FiL�: Identification Results Remarks - n/a a Test witnessed by WESTERN STEEL ERECTION Test no. �er sarrples tested by: TWIN CITY T STING CORPORATION �aboratory test no. 4142 90-0707i � Fe� Test date Maz'Ch 20 , 1990 ue, the undersigned, certify that the statements in this record ar� correct and that ►relds Were prepared and testec! in accordance uith the requirements of SC or p of AUS D1.1, 1990, Structural 4lelding Code. Manufacturer or contractor WESTERN STEEL ERECTION O Authori zed by �1� V�...�e1. Date Y//Ol��o CONCRETE STRENGTH REPORT GMEConsultants,�n�. Project and Location: Minnetonka Center for the Arts Wayzata Minnesota 14000 21st Avenue North ArchitecUEngineer: James Dayton Design ' ' nninneaPo�is.MN 55447 Generai Contractor: M A Mortenson Com anv Ph. (763)559-1859 1 ; , Concrete Contractor: M A. Mortenson Companv �� f�� I�) � Fax(763)559-0720 Owner/Developer: �� GME Project Number: 9256-A CO ET SUPPLI R: AQgregete Industries PLANT:-� MIX• 401 0 q � B.25I8.25 YDS SPECIFIED MIX WAS NOT PIASTICIZE ; SLUMP(inch): 3•4" SPECIFIED AIR CONTENT(%): N/A RE UIRED TRENGTH T 8 DAYS: 4000 p31 DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- COMPRESSIVE SET NUMBER RECEIVED TION F RETE PLACEMENT P�`STICIZER PLASTICIZER AIR°/ MIX P F) AIRQ F) TIME TRUCK# TESTED (days) (Iba) torce) ST N TH �i PASS Y/N ' 23A 10/30/01 Slab on Grade 4 65 49 9:15 150 11/6 7 30.4 124500 4400 C 23B 11/1/01 11/27 28 30.5 159100 5630 Y C 23C 11l27 28 30.5 172800 6110 Y D 23D SP The avera e 28 da com ressive stren th of c Iinders e uals: 5870 Y Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field November 6, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test 5pecimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete November 28, 20c%�� ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete FI LE-��E��?� ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshiy Mixed Concrete by the Volumetric Method F I LE � ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method CC__��6� �Z" � . ASTM C 1064 Standard Test Method for Temperature of Freshiy Mixed Portland Cement Concrete C li�,_ • Test specimens were cast by GME Consultants,Inc. CC Test specimens were not cast by GME Consultants-No other information is available r Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 inZ unless otherwise noted. LC — COples To: Types of Fracture ASTM C39 • Mr.Steve Btaser-M.A.Mortenson Company � , • Mr.Mark Strelnieks-M.A.Mortenson Company � ! ; i � Mr.Patrick Reigen-James Dayton Design � i I i ! , I . � i � I i; � • Mr.Gregg KurHs-Meyer Borgman Johnson i • ' � ; ' , ':; � Tammy A.Hakanson,P.E. � : _.. � i i'• - � Concrete Supplier ' oo�o ce�e,�gwN o,M.w ghaa, ' sheo. � co��m�•, Senior Project Engineer ' (n) (0) (c) (d) (e) COI�CRETE STRENGTH REPORT GME congu�tants,�n�. 14000 21 st Avenue North Project and Location: pQinnetonka Center for the Arts l^lay�ata Minnesota �� y-� Minneapolis,MN 55447 Architect/Engineer. .�am s Davton Desian �� /� ,r�-jr�� Ph. (763)559-1859 General Contractor: ��A Mortenson Comnanv % � ( / " �- � v '� //� Fax(763)559-0720 Concrete Contractor: ��A Mortenson Com�a_nv r) �'�/ Owner/Developer: GME Project Number: 9256-A C N RET PLI R• Aggregate Induslrfes PLANT: 1 �X• H40 0 CUMUTATIVE aUANTiTY' 8.2518.25 YDS SPECIFIED 4000 pg� SLUMP(Inch): 3..ti^ SPECIFIED AIR CONTENT(°k): N�q RE 1 D STREN AT 28 DA � M X A OT P A TICIZ D: DATE CAST SLUMP(fnch) TEMPERATURE DATE BEFORE AFTER DATE A6E CYL WT. MAX LOAD(Ibe- COMPRESSIVE . SET NUMBER RECEIVE� CA OF CON T P M NT PLASTICIZER PLASTICIZER AIR% MIX P F) AIRQ F) TIME TRUCK# TESTED (days) (ibs) force) a� PASS Y/N 23A 10/30/01 Slab on Grade 4 65 49 9:15 150 11/6 7 30.4 124500 4400 � 11/27 28 238 11/1/01 11 i27 28 23C sp 23D Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Fie�d November 6, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yleld&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydrauiic Cement Concrete � ASTM C 172 Standard Practice for Sampting Freshly Mixed Concrete F I LE ASTM C 173 Standard Test Method for Air Content of Freshiy Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method FI LE ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Poriland Cement Concrete CC -� Test specimens were cast by GME Consultants,Inc. CC Test specimens were not cast by GME Consultants-No other information is available CC » Test specimens were cast in 6"x 12"molds net cross-sectionai area of 28.27 in2 unless otherwise noted. CC Copies To: Types of Fracture ASTM C39 -�_ _ ---__-- _._..._.. ;.,._..., � Mr.Steve Blaser-M.A.Mortenson Company � • Mr.Mark Strelnieks-M.A.Morlenson Company • Mr.James Dayton-James Dayton Design� • Concrete Suppiier � _ _Y� __ Tammy A.Hakanson,P.E. i � i; Cone Cana end 9pik Cone snd 8h��r :iMar COWmner Senior Project Engineer h) l�l l�) (tll (e) COIV�'..RETE STK�N(� I H K�I-'UK I GMEConsu�tants,�nc. Project and Location: �innetonka enter for the Arts Wayzata. Minnesota 14000 21st Avenue North Minneapolis,MN 55447 Architect/Engineer: - ames D�yton Desian ph. (763)559-1859 General Contractor: m,A Mortenson Com a�nvr Fax(763)559-0720 Concrete Contractor. ��A IlAorten�on Gomoanv Owner/Developer: GME Project Number. 9256-A 10I80/120 YDS qpprapeta Indwtrisa PLAP11': e SPECIFIED SIUMP(�eh): N/A 8PECIFIED AIR CONTENT(%): 4000 psl I DATE CAST 8lUMP(Indi) TEMPERATURE OATE BEFORE AFTER DATE AOE CYL Vdr. MAX LQAD(��- C�PRE88NE . SET NUMBER RECEIVED F pIASTICIZER PLASTtCIZER AIR% MIX(°f) AIRQ F) TIME TRUCK M TESTED (d�ys) (�s) faoe) PASS YM 22A 10I29/01 Slab on(3rade 3112 84 42 11:00 135 11/8 7 30.4 134400 4760 � 22B 10130/01 West of Orid R, ��/2g 28 �� South of 2 ��g 28 sp 22D Date Report Prepared: ASTM C 31 Standerd Practica for Mak(ng end Curing Concrete Test Specimens fn the Fleld NOV8nlbel'5, 2001 ASTM C 39 Standard Test Method for Compreaaive 8trength of Cylindrfcal Concrete Teat Specimena ASTM C 94 Standard Spectflcation for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yleld&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydreutic Cement Concrete , ASTM C 172 Standard Practice for Sampling Freshly MGced Concrete ASTM C 173 Stendard Test Method for Air Content of Froshiy M(xed Concrete by the Volumet�c Method ASTM C 231 Standard Test Method for Alr Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1084 StandaM Test Method for Temperature of Freshly Mixed Portland Cament Concrete � Test specimens were cast by GME Consultants,Inc. Test specfinena were not cest by GME Consultants•No other information Is evailable .+ Test specimens were cast in 6°x 12"molds net cross-seclional area of 28.27 in�un�ess othervvise noted. op(es To: Types of Frecture ASTM C39 � ' • Mr.Steve Bieser-M.A.Mortenson Company ; • Mr.Mark Strelnieks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design , ��' ; • Concrete Suppifer � �; Tammy A.Hakanson,P.E. �� C o n s C O M�I I A a l l A C O M�I l d s I N Y a M�r Column�r Senior ProJect Engineer (e) N) (W Idl U) CONCRETE STRENGTH REPORT G�E�on8u�c��c�,�"�. ��.,.,o+nnka C`antar for the Arts Wa �ata. Minnesota 1a0oo 21st Avenue North Project and Location: Y Mfnneapotis,MN 55447 Architect/Engineer. ,�ames D�fton Desian ph, (763)559-1859 General Contractor: �"A Mortenson Comnanv Fax(783)559-0720 Concrete Contractor. ��A Mortenson Comp�py OwneNDeveloper: GME Project Number. 92�6-A �ona�so rus P pgprepate Mdustrba PtANT: 8 _ S�C�IED 4000 psi 9LUMP(kuhl: N/A SPECIFIED AIR CONTENT(%): M OATE CAST SLUMP(�ch) TEMPERATURE DATE BEFORE AFTER OATE AOE CYL Wf. MAX LOAD(Ibs- COMPRESSIVE PASS YM ' SET NUMBER RECENEO PLASTICIZER PLAST�CIZER AIR 96 MIX P F) A�RS F) TIME TRUCK# TE8TED (d�y�) (��) �1 21A 10/29/01 Slab on t3rede 4 64 41 10:46 151 11/5 7 30.3 152000 8380 � 21 B 10/30l01 West of Grid R, ��/28 28 21 C Soulh ot 2 ��8 28 8P 21D Date Report Prepered: ASTM C 31 Stendard Prectice for Making and Curing Concrete Test Specimena in the Ffeld November 5, 2001 ASTM C 39 Standard Test Method for Compresaive Strength of Cylindricei Concrete Teat Specimens ASTM C 94 Standard Speciflcetion for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unft Weight,Yleld&Afr Content(Gravimetric)of Concrete ASTM C 143 Standard Test Meihod for Siump of Hydraultc Cement Concrete ASTM C 172 Standard Practice for Sampting Freshly Mixed Concrete ASTM C 173 Standard Teat Method for Air Content of Freshly Mixed Concrete by the Volumetrlc Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Presaure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete � Test specimens were cest by GME Consultants,Inc. Teat specimena were not cast by GME Consultanta-No other information is available .. Teat specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 uniess otherwise noted, COpleS To: Types of Fracturo ASTM C39 � Mr.Steve Biaser-M.A.Mortenson Compa�y • Mr.Mark StrelNeks-M.A.Mortenson Company • Mr.James Dayton-James Dayton Design � `'' ;; � �1 �i Tammy A.Hakenson,P.E. • Concrete Supplier ' :'__ �� • . ' � Cona Coro eM BpIM Cone snd 8Mar BMer Column�r Senior Project Engineer (q lb) <eI f� (e) L:OI�CRETE STRENGTH REPORT G�E cong��t�nt�,��. 14000 21 st Avenue North Project and Location: ""�nnetonka Genter for the A s Mlayzata. Minnesota Minneapolis,MN 55447 Architect/Engineer: -ame D�Cton Desian � ph. (763)559-1859 General Contractor: m A Mortenson Comoanv Fax(763)559-0720 Concrete Contractor: flQ,A Mortenson Comnanv Owner/Developer. GME Project Number. 925&A �aso vos Ap�epat�Indwtriea PLANT: 1 8PECIFIED 4000 psi SLUMP(Inch): 3-b" SPECIFIED AIR CONTENT(%r + DATE CABT SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE Cri Wf. MA%LOAO(IW- COMPRESSNE . SET NUMBER RECENED F PLASTICIZER PLASTICIZER AIR 96 MIX P F) AIRQ F) TIME TRUCK tY TESTED (d�Y�) (�� ) P�s Y� 20A 10/11/01 Slab on Grade 21/4 4.0 88 55 9:55 132 10/18 7 29.5 105800 3740 C 20B 10/16/01 Central Section Floor 11/8 28 29.5 142200 6030 Y D 11/8 28 29.7 137900 4880 Y D 20C ap 20D Date Report Prepared: i ASTM C 31 Standard Practf�for Making and Curing Concrete Test Specimens in the Field OCtObef 18,2001 � ASTM C 39 5landard Test Method for Compressive Strength of Cylindricei Concrete Test 8pecimena � ASTM C 94 Standard Speciflcation for Ready-Mix Concrete Novemb@I'8, 2001 ASTM C 138 Standard Test Melhod for Unit Weight,Yleld&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Teat Method for Slump of Hydreulic Cement Concrote ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Stendard Test Method for Atr Content of Freahly Mixed Concrete by the Volumet�ic Method ASTM C 231 Standard Test Method for Air Content of Freshly Mfxed Concrete by the Pressure Method ASTM C 1084 Standard Test Mathod for Temperature of Freshly Mixed Portland Cement Concrete � Test specimens were cast by GME Consultants,Inc. Teat apecimens were not cast by GME Consultants-No other informat(on Is available .. Test specimens were cest in 6"x 12"molds net croas-aectionai area of 28.27 in2 unless otherwise noted. . opies To: Types of Fracture ASTM C38 • Mr.Steve Biaser-M.A.Mortenson Compeny � r� � Mr.Mark Strelnieks-M.A.Mortenson Company �� • Mr.James Dayton-James Dayton Design � �� • � Concrete Supplfer i A � � Tammy A.Hakanaon, .E. .,coia coM ero eplN corn�b slroa sn��r Column�r Senior Pro)ect Engineer (s) N> (W (� (�) CONCRETE STRENGTH REPORT �nne cons�icentg,i��. ��innetonka Genter for the Art�Wa zata. Minnesota 14000 21st Avenue North Project and Location: Y Architect/Engineer: James DaXton Desian Minneapolis,MN 55447 General Contractor: M.A. Mortenson Com�anv Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson Comnanv Fax(763)559-0720 Owner/Developer: GME Project Number: 9256-A ONC T PP R Aggrepalelndustries �LANT: � MIX: H401N0 UM TV ANTIN: 10/20/BO YDS SPECIFIED I WA N T TICI ED SIUMP(inch): 7�� SPECIFIED AIR CONTENT(°�): NIA R I T E AT 8 DAY : 4000 p8I DATE CAST SIUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WI'. MAX LOAO(Iba- COMPRESSIVE SET NUMBER RECEIVED A I N N R TE P E ENT P�STICI2ER PLASTICIZER AIR°k MIX(°F) AIRQ F) TIME TRUCK# TE3TED (dey8) (Ibb) fo�� TR TH 3 PASS Y/N • 19A 9/26/01 Slab on Grade 5 1/2 63 48 8:00 98 10l3 7 30.4 146000 5160 C 198 9/28/01 North of Grid 9 10/24 28 30.4 182700 6460 Y C 19C East Wing 10/24 28 30.5 178100 6300 Y C 19D gp Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field October 3, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Specification for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Alr Content(Gravimetric)of Concrete October 24, 2001 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete �� ASTM C 173 Standard Test Method for Air Conient of Freshly Mixed Concrete by the Volumetric Method F I LE ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method FIL ASTM C 1064 Standard Test Method for Temperature of Freshly Mfxed Portland Cement Concrete �j`�Gf CC �� -► Test specimens were cast by GME Consu�tants,Inc. CC Test specimens were not cast by GME Consu�tants-No other information is available CC � Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. CC __._ Copies T0: Types of Fracture ASTM C39 • Mr.Steve Blaser-M.A.Mortenson Company ' � ' ' I:; � Mr.Mark Strelnieks-M.A.Mortenson Company � • Mr.James Dayion-James Dayton Desigm � • Concrete Supplier ' Tammy A.Hakanson,P.E. � Coro� � Cone arM Svli�Corro and enear sheu Columner Senior Project Engineer ��) Ibl (c) (� (a) c;UNCRETE STRENGTH REPORT GME Consultants,Inc. Project and Location: Minnetonka Center for the Arts Wayzata Il�innesota 14000 21st Avenue North ArchitecUEngineer: James Dayton Desian Minneapolis,MN 55447 General Contractor: �I.A. Mortenson Companv Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson Com�anv� Fax(763)559-0720 Owner/Developer: GME Project Number: �256-A N R T SUPP Apprrpate lndustrlea PLANT: 1 M X; qp�N� p T 10/20150 YDS SPECIFIED W ICI SLUMP(inch): �� SPECIFIED AIR CONTENT(%): N�p UIR T 4000 Psl DATE CA3T SLUMP(Inch) TEMPEMTURE DATE BEFORE AFTER DATE AGE CYL Wi. MAX LOAD(Ibt- SET NUMBER RECEIVED PLASTICIZER PLAS7ICIZER AIR% MIX(a F) AIRQ F) TIME TRUCK# TESTED COMPRESSIVE A T (day�) (Ib�) fores) S H 61 PASS Y/N • 18A 9/20/01 Slab on Grade 6 1/2 88 58 7:50 168 9/27 7 30.4 160100 5660 C 188 9/24/01 East Wing 10/18 28 30.6 200100 7080 Y D �8� South of Grid 9 10/18 28 30.9 196200 8840 Y D 18D ap Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field September 27, 2001 ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens ASTM C 94 Standard Speciflcation for Ready-M(x Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete October 18, 2001 ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete � G��/""'_..-- ASTM C 173 Standard Test Method for Afr Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method F I LE ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete F�L� ,._.. -�"' -� Test specimens were cast by GME Consu�tants,Inc. CC � Test specimens were not cast by GME Consuitants-No other information is available (',(� � Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. CC Copies To: CC - Types of Fracturo ASTM C38 '-"""'��_ � Mr.Steve Blaser-M.A.Mortenson Company � � � � -- ----• - -- 'I ; i • Mr.Mark Strelnieks-M.A.Mortenson Company I '.. � ' • Mr.James Dayton-James Dayton Design � � Concrete Supplier ` � l_ , l ____ Tammy A.Hakanson,P.E. coM Cona�nd BpIH Con��nd 6hur sh.., co�,�., Senfor Project Engineer w ce> c�r ca� c.� CONCRETE STRENGTH REPORT GME Consultants,��. Project and Location: �innetonka Center for the Arts. Wayzata. Minnesota � 14000 21st Avenue North Architect/Engineer: James Dayton Desian Minneapolis,MN 55447 General Contractor: M.A. Mortenson Comnanv Ph. (763)559-1859 Concrete Contractor: M.A. Mortenson Com�anv Fax(763)559-0720 Owner/Developer: GME Project Number: 9256-A N T P I R� Appnpate Industriat PLANT: 1 MIX• OtAO U T E 10/20 YDS SPECIFIED I A N SLUMP(inch): 3-6" SPECIFIEO AIR CONTENT(%): 8+�°� IRED T A DAY : 4000 p8l DATE CAST SLUMP(Inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Iba- COMPRESSIVE SET NUMBER RECEIVED 0 A I R M N P�STICI2ER PLASTICIZER AIR S6 MIX PF) AIRQ P) TIME TRUCK# TESTED (daye) (Ibe) force) � PASS Y/N ' 20A 10/11/01 Slab on Grede 2 1/4 4.0 68 55 9:55 132 10/18 7 29.5 105800 3740 C 20B 10/16/01 Centrai Section Floor 11/8 28 20C 11/8 28 20D $p Date Report Prepared: ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field October 18, 2001 ASTM C 39 Stendard Test Method for Compresafve Strength of Cylindrical Concrete Test Specimens ASTM C 94 Stendard Specfflcation for Ready-Mix Concrete ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetr(c)of Concrete Li��y�'r� ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete FI LE ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete �----`�_ ASTM C 173 Standard Test Method for Afr Content of Freshly Mixed Concrete by the Volumetric Method F��}�: ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method �� F ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete �v�C G� -� Test specimens were cast by GME Consultants,Inc. '.CC �� Test specimens were not cast by GME Consultants-No other information is available CC � Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. -- Copies To: Types o}Fracture ASTM C39 _...--, --_,._� _ . �� __ , r. teve Blaser-M.A.Mortenson Company :: • Mr.Mark Strelnieks-M.A.Mortenson Company � `•. ,;' ( � I � �" � • Mr.Jemes Dayton-James Dayton Design � :; �; • Concrete Supplier �+ `., _ _ � ;;�I Tammy A.Hakanson,P.E. Cen� Cone�nd 8plit Cone�nE Sl��ar She�r Coiumn�r Senfor Project Engineer h) l�) (c) (� (y