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Home My WebLink AboutPSI Welding Certs �� .. .� . � � � s� r �, � ,` � ?� � , ' F� �:.: � .. AA1311AWS D1 . 1 /D1 . 1M : 20a8 - WELDER AND WELDING QPERATOR OR TP.CI� WELDER QUALIFICATIqN TEST RECt}RD Type of Welder TACR WELDER Name ART BILLINGS Stamp No . B64 Welding Procedure Specification No ( s ) . PSI - i20 Rev . N /A Date N /A Record Actual Values Variables Used in Qualification Qualificatioa Range Process / Type [ 4 . 12 , Item ( 1 ) ] 5MAW-MA Electrode � SjTjlg ,_ �ltiPle} tx�le 4 . 1z , =t�� l Sin le Sin le Current / Polarity DC / Electrode Positive Position [ Table 4 . 12 , Item ( 4 ) ] 3F VeIt1Ca1 1F-2F-3F See 4.19.2.1 Other Joints Weld Progression [ Table 4 . 12 , Item ( 5 ) � U ward U ward Backittg ( Y8S or NO ) [ Table 4 . 12 , Item ( 6 ) ] NO N /A N /A Material /Spec . ASTM A-36 to ASTM A-36 Grou I II Base Metal Thicknessz ( Plate ) Groove N/A 1 / 8 " throu h unlimited Fillet 3 / 8 " 1 / 8 " throu h unlimited Thickness : ( Pipe /Tube ) Groove N/A N /A Fillet 13 /A 1 / 8 " throu h unlimited Diameter : ( Pipe ) Groove N/A N/A Fillet NIA ALL Filler Metal ( Table 4 . 12 ] Specification No . A5 . 1 Classification E7Q18 F-No . [ Table 4 . 12 , Item ( 2 ) ] 4 F-No . 1 2 3 & 4 Gas / Flux Type [ Table 4 . 12 ] N/A N/A Ot$er N /A N/A SB = SIDE BEND VISUAL INSPECTIOIt ( 4 . 8 . 1 ) FB = FACE BEND Acceptable YES or NO ( 3F ) YES RB = ROQT BEND Guided Bend Test Results ( 4 . 30 . 5 ) N /A POSITIONs 3G VERTICAL UP 4G OVERHEAD TYPE RE5ULT TYPE RESULT FB # 1 : NIA N A RB # l : C = Crack(s}, M = Micm <1/64", CC = Corner Crack, M = No Indications , UC = Undercnt (51/32" depth) MSR = Meets Specificahon Reqoaements P = Pore/ Porosity (dia) NMSR = Dces NOT Meet Specification RequiremenE Fillet Test Results ( 4 . 30 . 2 . 3 and 4 . 30 . 4 . 1 - Tack Welder 4 . 31 & 4 . 19 . 2 ) Appearance : Acceptable ------------ ---- MSR Fillet Size : 1 / 4 " Fracture Test Root Penetration : Folded on self root exposed & Acceptable Macroetch : N /A ( Describe the location , nature , and si.ze of any crack or tearing of the speci.men . ) Welding Test conducted by: Patrick Mulvilte, CWI, CWE Date: 06/15/2009 LocatiOri: Pioneer Steel-Job Site, Evans Hosnital Ft Cazson CO 80913 Mechanical Test conducted by and Inspected by : Patrick T . MulV7. 11e , CWI , CWE LABORATORY TEST NO . : 1408 Organization : Mulville ' s G7eldinq Inspection & Code Consultinq TEST COMPLETION DATE : 06 / 15 / 2Q09 N /A RADIOGRAPHYC TEST RESULTS ( 4 . 3 � . 3 . 2 ) Identification Results Remarks Identification Results Remark Interpreted by : N /A Test Number N /A Organi. zation : N /A Date N /A We, the undersigned, csrtify that the statements in this record are correct and that the welds were prep ared, welded anc tested in conformance with the requirements of section 4 of ANSI/AWS D1 . 1/D1 . 1M:(2008) Structural Welding Code-S�teel. orgau;zation: Pioneer Steel, I�c , 3$246 River Frant��e Rd �New Castle, C4 81647 - 970-9849229 Authorized by: Gerald Burk, President, Projeet Mana�er Date: 06i1512009 By: ��ezivatie's �Veldin�; Inspestioa� and CocEe Cansuitite� Date: 06/20/2009 ��g�re) PA�iC�T. MU6.�lL� � � Ci�� 4�194I7� �� E�P. It/QI/1� Oct 06 09 05 : 25p WJMG 3032804747 p . l ' °` WEIDER QUAL,IFICATION TEST RECORD (WQTR) p�t AWS D 1 . 1 Structural Welding Code - Steel . •~ ' WQ7R No . _ PSI- 120 PoR1 GG 3G Welder __ Gary Gould _ ID GG (0307} • ----........ ._ . . . _. . . . . . . _. � .. . . WPS _ _„ PSI - 120 Rev Original _ Datc 1016/09 WJMG # 2009A9[ Record Actual Valuos Qualification Range Used in Qualification Variables ^� ProcesslT e SMAW SMAW � � �lectrode (singlc or multiple) _ Sin lo Sinqle CurrenUPolarity _ DCEP I�CF_P Position 3G CJP & pJP: vertic2l , horizontal, flat .., . _ Fillets: vertical, horizontal , fl;at we,ld Proqression U U Dacking YES or NO Yes Backin or B�ck ou c.: Material/Spoc. .. . � Base Mctal ASYM A36 to A36 Group 1or 2.to. Group 1 or 2 � _ 7hickness: (Plate� � ` - __ Groovn � 0.375" �� 0. 125" - 0 .7�0" Fillet 0 . 12a" - Unlimited ThicknPSS: (Pipe/tubc) ._ Groove , . . 0 . 12�" - o .75Q" ... Fill�t � , 125"- Unlimitod _ Diamctcr: ( Pipe) ^ Groovc Over 24" diametcr Fillct Over 24" diamotor ___ ,. Filler Metal � __ Spec. No. A 5. 1 A 5. 1 Class _ E7018 C701 B �.�_ r-No . 4 4 or l�ss _ Gas/Flux Type _. __ Electrode DiamntAr 1 /8" 5l32" and Ie�sV �� _, VISUAL INSPEGTION � Accept . Guided Bend 7cst Results �� - 7 � Result � � T e Result � Roat 1 ACCe t FaCe 1 ACCe t Root 2 Acce t Face 2 Accept Fillet 7est Results ' � ` • .• Appearance NA ' � Fillet Si�c N/A q � �ncture Test Root Penetrelion N1A Macroctch N/A _ � -- ---1fj�E ) � Inspectod by Jes�e Gr� ntham, AWS CWI #980�110G1 Te,t Number 2009422 ' - � 9p � N Org�ni7.�tion Wpldin & Joinin M mt Grou West Oato 10l6/09 % j: RADIOGRAPHIC TEST R6SULTS Film Identification �� 1=ilm Identification Number '� Number Results Remarks Results Remarks NA -- -- -- -- -- Intorpreted by N!A Test Numbcr N/A Organizalion N/A Date N/A We, thc undersigned, certify that the statements in this record �re corr�ct and that the test wolds were prepared , wcldod, and tc,sted in accordance with the requiremonts of 5ectlon 4 of ANSI/AWS D1 . 1 Structural Steel Welding Codc. Comp�ny: _ Pionopr Steel , Inc. . Authorized Dy; Mr, Ger21d Burke Date : 10/6I09 � � � :�8246 Rivor Fron�ac�e Road Ncw Casll�, CO 81647 ��air � l� �r iv r . y�-- � PS� �r:: �� ANSI /AWS D1 . 3 /D1 . 31� : 2008 * STRUCTURAL WELDING CODE * SHEET 3TEEL WELDER & WELDING OPERATOR QUALIFICATION TEST RECORD (WQTR) Welder or Welding Operator ' s Name GARY G�ULD Identification Number G28 Qualification Date 06 / 17 / 2069 In Accordance With WPS No { s ) . PSI - 1003A Revision N /A Welding Process ( es ) SMAW Type MANUAL (Antomatic, mannal, etc.) Mode of Transfer for GMAW : short circuitingj� spray_(_.� qlobular� ID other.j ) N/A yp�RIp�$I,E ACTUAL VARIABLE QUALIFICATION USED IN QUAL . �G� Jpi�; Single Sheet & Double Sheet Arc Spot Weld & Arc Seam W . Joint Type Arc Spot W . , Sht . ta S . Memb . sheet to su�porting member . Backing Material Type A36 , 1l2 " Plate Any listed in AWS D1 . 1 -L . E . Groove Welded From : Sinale Sheet & Double Sheet one side ar both sides NIA ��A BASE METAL (4.7.1.1) Material Specification : Sheet Steel A653 - Gr40 to A653 - Gr4a Al1 �er D1 . 3 - 1 . 2 to Same Support Steel ASTM A36 Al1 _per AWS Di . 3 & D1 . 1 -LE , Sheet Thickness (4.7.2. 1) Groove N/A N/A Eiliet N/A NiA Arc Spot 0 . 0498 " = 18GA 0538" = 17Ga max./.Q456" = 19Ga. min Arc Seam N/A 0538" = 17Ga max/.0456" = 19Ga. min COATING(S) : Type Galvanized Galvanized ar No Coating Thickness G6U = . 60 oz / sq Ft 78 Oz / S� Ft max . No min . POSITION (4.7.1.5 and 4.7.1.6) Groove N/A N/A �'i.11et N /A N/A Arc Spot Flat Flat Arc Seam NiA Flat Progression N /A N/A GAS (4.7.1.4) N /A N /A ELECTRODE (4.7.1.3 and 4.7.1.4) Size 1 / 8 " diameter 1 / 8 " diameter Group Desiqnation F-No . 4 / E7018 F-No 2 , F-Pio . 3 . & F-No . 4 VISUAL EXAMINATION RESULTS (4.� �`MSR = Meets Spec'if'icatian Requirements / *NMSR = Does NOT MSR Specimen 1 5in�1e 5heet � 18ga1 -- ---- MSR Specimen 2 Sin� le Sheet { 18ga ) - ------ MSR Specimen 1 Double Sheet �18qa ) ---- -- MSR Specimen 2 Double Sheet �18ga ) ------- MSR Appearance Acc�table ( All } -- MSR +Cracks None � Ally -- -- MSR Undercut None ( All ) -- MSR Reinforcement Single Convex/ Dome with �1 / 32 " & Reinforcement � 5 / 8 " Diameter --- - ---------- MSR Reinforcement Double Convex/Dome with � 1 / 32 " & Reinforcement ? 3 / 4 ° Diameter --- --- -------- MSR Diam. of Arc Spot Nuggets Single Sp. 1 >_ 5 8" Nu get ---------- M5R Sp. 2 >_ 5/8" Nugget -------- MSR Diam. of Arc Spot Nuggets Double Sp. 1 >_ 13/16" ugget ------- MSR Sp. 2 >_ 3/4" Nug�,et -------- MSR Test CoriduCted By : Mialville 's i�eldin� �nspection & C;ode Cotasultina Per : Fatric=k T. 14�ul�,ille Ci�I, eWE Laboratory Test No . ( s ) 1407 Date of Test 06 / 17 / 2409 The undersigned certify that the statements in this record are correct and that the welds were prepared and tested ir. accordance with the requirements of 4.6 of AWS D1 .3/D1 .3M:20Q8, Structural Welding Code - Sheet Steel. Company: Pioneer Steel, Inc 38246 River Fron a e Rd., New Castle, C4 81647 - 970-984-9229 Authorized by: Gerald Burk, PresidentiProject M�r. 5ignature: Date: 061105 by: F��ri�� `. �Zaalvi�l � ��V`�, �� Date: 06/20/2Q09 PATRiCK �'. �UlYILLE � � �IVi 401101T1 �Ct fl{P. � 1i01/i i �E� . Pioneer Steel Inc. p�, Stud Welding Procedure Specification (WPS) � - '�°° Procedure Qualificatio Record (PQR) Company Name: Pioneer Steel Inc. WPS: PSI-130 Supporting PQR#(s): PSI-130 Revision: Original Operator Name: Welding Witnessed By: Stud Material: ASTM A108 Authorized By: Material Specification: ASTM A108 Weld Base Diameter: Base Material Carbon Steel Plate Specification: ASTM A36 Stud Base Sketch/Application Detail-Typical Alloy and temper: ASTM A36 Surface Condition: smooth/clean Coating: N/A Cleaning method: Brush/wipe clean Decking Gauge: Shape: Headed Anchor Stud Flat X Round Tube Angle Thickness: Stud Part#: Machine Data: Ferrule: Power Supply: Part# Make: Nelson Model: Series 6000 Ferrule Description: Stud gun model: Pro-Weld HD Position: Weld Time: Cycles: Overhead_Downhand Sidehand Current: Angular: 15 degree from normal, max. Polarity: DCEN Lift: 0.1875" Angle Iron_Inside radius_Heel of angle_ Plunge (protusion): Sheilded Gas: #of grounds(workpiece leads): 1 Sheilded Gas (es): Weld Cable Size: 4*0 Length: 100 ft max Composition/Flow Rate: Sheilded Gas (es): Weld Test Results Composition/Flow Rate: Stud No. Visual Bend Tension Torque 1 2 3 4 5 6 7 8 9 10 *Note: Torque test optional for threaded fasteners only. Mechicaical tests Conducted by: Date: We,the undersigned, certify that the statements in this record are correct and that the test welds were prepared, welded, and tested in conformance with the requirements of Sec. 7 of AWS D1.1 Structural Steel Welding Code-Steel. Signed by: Title: Date: � ps� Welding Continuity Flow Sheet � Welders Name : �e,� ley �C,G. r � PrOC2SS COdeS : Date of intial Cert�J�b��B �� Date of intial Cert �//,�o� �/J�ft� 1A: 1G SMAW 5A: Deck Single 1 B: 1 G FCAW 5B : Deck Double 2A: 3G SMAW Z/r,�lG � 6A: HAS 2B : 3G FCAW 3 �z �l� � 7B : 5F rebar SMAW 3A: 4G SMAW Zf<S l�s' 3B : 4G FCAW 3jZ� « � 4A: 6G SMAW 4B : 6G FCAW Verification Flow Process Date : Codes Jobsite Observer signature elder Signature � C � A � r /► L� e �� e �� ; � � � s ; ' 06 - 18 - 09 ; 07 ; 44AM ; ; fa70 ) 984 - 933 � # 14 / 1 V V11 i f �JJ YU � Ti � WVI � �i VVV/ viiVT / T f �'�' � i T �� WELDER Quar�lF[CAriON TEST RECORD (WQTR) � AWS D 1 . 1 StrucCural Welding Cade - Siee[ � ► . � WQ'fR No. PS!- l40 PQR1 CK 3G Welder Ct,ri� Kelley ID CK WPS PS1 � 1a0 Rev Ori (n�l �ate � � 3/26/08 WJMG �t Z00807� ^ Rccard Actual Values Qualtfica�on Rango . Uscd �n Qu21(fication Var(ables proco�s e FCAW �CAW E1e�'.troAO Sin t� or multi le Si� !e Sin la CurranVPOlari QGEP OCEP Positlon 3G C.]P & PJP: vertical, hprizOntal, flat FIIIEft�; vbrllCal, h4rizpnlbl, flat w�id Pr�qrossian u v Backin S or No� No No and Yes Materiat/S ec. � Base Meeai ASYM A�B to A�6 Grou � or 2 to Grau 1 er 2 TFilckn�s,as: Plate Groove ; 0.375" 0.125" - 0,750" Fllet �. 925" — Unilmitr�d '1'htckness: Pf e/tube Groovc 0. 125" - 0.750' • Fllte� 0.� 25'- Unfimitoa pi8m@I8r P' Groove Ovor 24° diameter Fillct Over 24" diameter Fillcr Mc�tal S ec. No. A 5.20 A 5.z0 - Cla�s E79T-B �717-8 ''+ f'•N4. t3 6 Gar,IFIuX 7 0 _ _ Clectrpde Diamelec ZI16" 'iM6'' anC 1�ss ` VISUA� INSPECYIOH — Acco�t Guided Baqd Tast RosulLa T Resutt T � Result Root � Ac t Faco � Acce [ Root z Act L Face 2 Acee t Filtet 7est RlsultS Appea�anCe N1e . Ffll�t Size N/A Fracturo 7es1 Root Penetcation N/A Macroetch N/A ' • , , 1 lnspected by Jcssc Gran[Aam. AWS GWI #98Q41Q61 Teet Number 2008079 �d�' 'A Organlzatlon Wc[ding $. Jo�ning Mgmc Group, West Date 3/25I06 �+ RADIOGRAPHIC T�ST RESUL75 Fi1m Idontlflcadon Fltm ICentfficatian Number � Numb�t Results Rem3rk5 Results Remacks l�tA — — — — — Interpreted by N/A Test IVumber N/A �fg3nua[IOn N/A Date N/A Wo, tha nndorsi�ned, ceNty �Itat Ihe st3ternents ln this record �ro c�rrect and that Ute test weld. were prepared, wetded. antl tosted i� aCCOrda�ce wifh thn rnquirement9 of SpCtiOn Q of ANSIlAWS Q1 . i Sttuctural Steef Wclding Cvda GompAny; RianeerSceei. Inc. Authprir,e4 6y: Mr. Don Bousrn3a Date: 31�6lQS �� 38246 River Frontape ROad New Ca�lle, CO 87647 , � '" 05 - 18 - 0 ? ; 07 : 44AM ; ; l � % 0) J 'v� � J V 3y # 15 / 1 .� un ,t i u � v � ; -rip iu � �� u ou .ycav -r i -r � p . 1 � � WEI�DEiZ QUALIFICATION TEST RECORD (WQTR) � AWS D 9 . �t Srructural Welding Code - Stesl � � WQTR No. PSI-�40?Q�2 CK 4� Welder Chris Kelley ID GK WPS PSl . 9a0 � l�av ��prl Inal Dato �� 312f108 WJMG?F2008079 ReCOrd Actual Values qvalification Rar�ge Used iFl duatification V�riables Process/1' O FCAW FCAW $Iqct�dB sin la o� multl Ite $f� (a Sin (o CurrenVPolari p�EP aCEP F�osido� 4G CJP � P�P; overhea0, flat Fiilets: averhe�d flar wetd Pro r��s�on „ � Backin ES or NO No NC and Yas Mator�al/S ec. ��;o Metal ASTM A36 to A36 Group � or 2 to C� 1 or 2 7AiCKflesS• Pfale GroovB 0.315" Q.125" - Q_7aU" „ ., Fllet 0. 125' — un�lmlt�ae 7hicknoss[ P! ehube Graov� 0.'125" - �.750` Flllet 0.725'- UnlimlteC Diarnctor. Pi e Groove Over 24" dlamotar F'�� aver 2a` otamote� Ffller Metal • S ec. No- A 5.20 A 5.2p Class E77T-8 E�1T•Ei � F-No. g � GaslFluit T e _ ElgCiroae D�amAter 7 /lG" 1l16" VISUALINSPECTIOAI -- Aece t Gultletl Bond Tost Rssta�ts T �estt�i T p ` Rasuil Raut9 Acca t Face 1 Acce t Raat 2 Acce t Face 2 Acao t Fute� Test Results ... Appcarance NA Fil��t Slzc Nta FracWrc Tcst Root Penetratien N//1 Macrosl�h N!/� G ' • Weldin4 R Te:ti.�v wtnessed bv: �y,M Inspe�ted by Jesse Granlham, AW$-C1N! 7sg804 i 0I31 Test Nurnber 2008079 ��' �� rganfz�c(on i Weldinq & .lofninq M9mt Group Wes� Qate 3/26/OB - RADIOGRAPttIC TEST RESULTS Flfm �ac�ntitic�aon Fum Idenuf,cadon Numbor NumGpr Resulis ReriyBrks Rosults Romarke NA — ._ Interpreled by N/A Tast Number N/A Ort�2nlz3tlen N/A Datc ��q We, thE underslgned, cottlfy that the statements in this recnrd are carrect and thdc the tn.sc we[ds were prepared, wr�lded, 2nd tES�ed in eccordanCe with the rsQUlremonts of SeCtioa 4 oFANSt/aWS D7 .7 Struciu�i Stnol Weldin� Code, Gomp2ny: Plone�� Stsel. Inc. Authortzod Oy: Mr. Oon Qousrnan Date: �/25/08 �ezas ��vc+r rroni:��e� Roae NoW Caa�re, ca ei6a7 THUNDER MOUNTAIN TESTIl'�TG ♦ ♦ ♦ 2973 F. Road ♦ Grand Junction, CO 81504 (970) 256-9965 / Cell (970) 210-7008 / FAX (970) 314-7067 PIONEER STEEL INC . Page 1 of 1 Welder Qualification Test Record CHRIS K 7 -PSI WQTR No. CHRIS K 1 -PSI Welder Name CHRIS KELLY Welder ld WPS No. PSI-B-U2a Revision 0 Date 2/15/2008 Variables Record Actual Values Used In Qualification Qualification Range Process (Table 4. 10, Item (1 )) SMAW SMAW Transfer Mode (GMAW): Short-Cir. ❑ Globular ❑ Spray ❑ Short-Circuiting ❑ Globular ❑ Spray ❑ Type Manual � Machine ❑ Semi Auto ❑ Auto ❑ Manual � Machine ❑ Semi Auto ❑ Auto ❑ Number of Electrodes Single � Multiple ❑ Single � Multiple ❑ CurrenUPolarity AC ❑ DCEP � DCEN ❑ Pulsed ❑ AC ❑ DCEP � DCEN ❑ Pulsed ❑ Position (Table 4. 10, Item (4)) 3G. 4G 1 G. 2G. 3G. 4G, 7 F. 2F. 3F. 4F Weld Progression: (Table 4. 10, Item (6)) Up � Down ❑ Up � Down ❑ Backing [Table 4. 10, Item (7)] Use Backing � With Backing � Without Backing ❑ Consumable Insert (GTAW) Use Insert O With Insert ❑ Without Insert ❑ Material/Spec. A36 to A36 All Group 1 8� II MaYI Thickness (Plate): Groove ( in ) .375 .125 - .75 in Fillet ( ) .125 - Unlimited in Thickness (Pipe/tube): Groove ( ) .125 - .75 in Fillet ( ) .125 - Unlimited in Diameter(Pipe): Groove ( ) > 24 OD - in Fillet ( ) > 24 OD - in Notes ` Qualifies to Backqouge Filler Metal (Table 10, Item (2)) Spec. A5.1 A5.1 , A5.5 Class. E7018 E70XX and Lower Strenqth Electrodes F-No. 4 F4 and Lower Gas/Flux Type (Table 4. 10, Item (3)) Other 1 /8" Electrode 5/32" and Lower VISUAL INSPECTION (4.8.1 ) Acceptable Yes GUIDED BEND TEST RESULTS (4.30.5) Type Result Type Result 3G - Face Acceptable 3G - Root Acceptable 4G - Face Acceptable 4G - Root Acceptable Fillet Test Results (4.302.3 and 4.30.4. 1 ) Appearance Fillet Size Macroetch Fracture Test Root Penetration Description Inspected By SCOTT L. MAXWELL / AWS CWlest No. 08-61 OrganizafionTHUNDER MOUNTAIN T N TJ15/2008 RADIOGRAPHIC TEST RESULTS (4.30.3. 1 ) � �� Film Identification No. Re ult Remark Interpreted By� SG Organization U4 Test No. Date We, the undersigned, certify that the statements in this record are corzect and that the test welds were prepared, welded, and tested in accordance with the requirements of section 4 of ANSI/AWS D1 . 1 , ( 2006 ) Structural Welding Code-Steel. Manufacturer PIONEER STEEL INC. Authorized By DON BOUSMAN Date 2/75/2008 RECEIV� D OCT � 1 2007 West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone : 970-434-6988 Cell : 970-260-2844 Welding Performance Qualification Record Client : Pioneer Steel Inc . Welders Name : Ever E . Limas Specification/Code: Per AWS D 1 . 1 Process : SMAW (stick) Position : 3G (vertical up) Material Spec. : A36 Thickness : 3/8 " Diameter : (pipe) NA Backing : Yes Electrode : E7018 ( 1 /8 " Dia. ) F-No : 4 Gas/Flug: N/A Procedure No. : WPS Q l Results Visual: Acceptable Fillet Weld Break: N/A Root Bend : Acceptable Face Bend : Acceptable Side Bend : N/A Macroetch : N/A . Radiographic : None Qualification Range Position : 1G, 2G, 3G and � F , 2F, 3F (flat, horizontal, and vertical positions with upward progression) . Thickness Groove : 1 /8 " -3/4 " for CJP welds, �nlimited for PJP welds Thickness Fillet : 1 /8 " to Unlimited Process : SMAW (stick) Electrode Group : All SMAW electrodes approved by AWS AS Steels : All code approved carbon steels Note : For groove welds, only qualified for pipe over 24" in diameter with backing or backgouging in positions listed above . Inspection & Test' � e t Slope Testing & Inspection Douglas E Young � ' , Q �/ E. YOtlN Date : 9-20 -� / 96010131 The undersigned certifies th ding of the test plates was performed in accordance with the specification/co re u 'ments. Authorized By : -te : ,�� -- THUNDER MOUNTAIN TESTING ♦ ♦ ♦ 2973 F. Road ♦ Grand Junction, CO 81504 (970) 256-9965 / Cell (970) 210-7008 / FAX (970) 314-7067 PIONEER STEEL INC . Page 1 of 1 Welder Qualification Test Record EVER L 1 -PSI WQTR No. EVER L 1 -PSI Welder Name EVER LIMAS Welder ld WPS No. PSI-B-U2a Revision 0 Date 2/15/2008 Variables Record Actual Values Used In Qualification Qualification Range Process (Table 4. 10, Item (1 )) SMAW SMAW Transfer Mode (GMAW): Short-Cir. ❑ Globular ❑ Spray ❑ Short-Circuiting ❑ Globular ❑ Spray ❑ Type Manual � Machine ❑ Semi-Auto ❑ Auto ❑ Manual � Machine ❑ Semi Auto ❑ Auto � Number of Electrodes Single � Multiple ❑ Single � Multiple ❑ Current/Polarity AC ❑ DCEP � DCEN ❑ Pulsed ❑ AC ❑ DCEP � DCEN ❑ Pulsed ❑ Position (Table 4. 10, Item (4)) 4G 1G. 4G, 1F. 2F, 4F Weld Progression: (Table 4. 10, Item (6)) Up ❑ Down ❑ Up ❑ Down ❑ Backing [Table 4. 10, Item (7)] Use Backing � With Backing � Without Backing ❑ Consumable Insert (GTAW) Use Insert ❑ With Insert ❑ Without Insert ❑ Material/Spec. A36 to A36 All Group 1 & 11 Mat'1 Thickness (Plate): Groove ( in ) .375 .125 - .75 in Fillet ( ) .125 - Unlimited in Thickness (Pipe/tube): Groove ( ) .125 - .75 in Fillet ( ) .125 - Unlimited in Diameter(Pipe): Groove ( ) > 24 OD - in Fillet ( ) > 24 OD - in Notes * Qualifies to Backqouqe Filler Metal (Table 10, Item (2)) Spec. A5.1 A5.1 , A5.5 Class. E7018 E70XX and Lower Strength Electrodes F-No. 4 F4 and Lower Gas/Flux Type (Table 4.10, Item (3)) Other 1 /8" Electrode 5/32" and Lower VISUAL INSPECTION (4.8.1 ) Acceptable Yes GUIDED BEND TEST RESULTS (4.30.5) Type Result Type Result 4G - Face Acceptable 4G - Root Acceptable Fillet Test Results (4.30.2.3 and 4.30.4.1 ) Appearance Fillet Size Macroetch Fracture Test Root Penetration Description Inspected By SCOTT L. MAXWELL / AWS CWlest No. 08-61 OrganizationTHUNDER MOUNTAIN TEST 15/2008 RADIOGRAPHIC TEST RESULTS (4.30.3. 1 ) � �S Film Identification No. Re ult Remark Interpreted By � SC Organization � u Test No. '` Date � .-. 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 4 of ANSI/AWS D1 . 1 , ( 2006 ) Structural Welding Code�Steel. Manufacturer PIONEER STEEL INC. Authorized By DON BOUSMAN Date 2/15l2008 West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone : 970-434-6988 Cell : 970-260-2844 Welding Performance Qualification Record Client : Pioneer Steel Inc . Welders Name : Anthony Montalbano Specification/Code: Per AWS D 1 . 1 Process : SMAW (stick) Position : 3G (vertical up) Material Spec. : A36 Thickness : 3/8 " Diameter: (pipe) NA Backing : Yes Electrode: E7018 ( 1 /8 " Dia.) F-No : 4 Gas/Flug : N/A Procedure No. : WPS Q 1 Results Visual : Acceptable Fillet Weld Break: N/A Root Bend`: Acceptable Face Bend : Acceptable Side Bend: N/A Macroetch : N/A Radiographic : None Qualification Range Position : 1G, 2G, 3G and 1F , 2F, 3F (flat, horizontal, and vertical positions with upward progression) . Thickness � Groove : 1 /8 " -3/4 " for CJP welds, unlimited for PJP welds Thickness Fillet : 1 /8 " to Unlimited Process : SMAW (stick) Electrode Group : All SMAW electrodes approved by AWS AS Steels : All code approved carbon steels Note : For groove welds, only qualified for pipe over 24 " in diameter with backing or backgouging in positions listed above . Inspection & Test ', � � West Slope Testing & Inspection Douglas E Young � . Date : 12 -24-07 � �.'"�n�s � The undersigned certifies t�MC el ing of the test plates was performed in accordance with the specification/code e e nts. Authorized By : • te : �, �� THUNDER MOUNTAIN TESTING ♦ ♦ ♦ 2973 F. Road ♦ Grand Junction, CO 81504 (970) 256-9965 / Celi (970) 210-7008 / FAX (970) 314-7067 PIONEER STEEL INC . Page 1 of 1 Welder Qualification Test Record ANTHONY M 1 -PSI WQTR No. ANTHONY M 1 -PSI Welder Name ANTHONY MONTALBANO Welde� id WPS No. PSI-B-U2a Revision 0 Date 3/7/2008 Variables Record Actual Values Used In Qualif'ication Qualification Range Process (Table 4. 10, Item (1 }) SMAW SMAW Transfer Mode (GMAW): Short-Cir. ❑ Globular ❑ Spray ❑ Short-Circuiting ❑ Globular ❑ Spray ❑ Type Manual � Machine ❑ Semi-Auto ❑ Auto ❑ Manual � Machine ❑ Semi Auto ❑ Auto ❑ Number of Electrodes Single � Multiple ❑ Single � Multiple ❑ CurrenUPolarity AC ❑ DCEP � DCEN ❑ Pulsed � AC ❑ DCEP � DCEN ❑ Pulsed ❑ Position (Table 4. 10, Item (4)) 4G 1G. 4G. 1F. 2F. 4F Weld Progression: (Table 4.10, Item (6)) Up ❑ Down ❑ Up ❑ Down ❑ Backing [Table 4. 10, Item (7)] Use Backing � Witfi Badcing � Without Backing ❑ Consumable Insert (GTAW) Use Insert ❑ With Insert ❑ Without Insert ❑ Material/Spec. A36 to A36 All Group 18� II MaYI Thickness (Plate): Groove ( in ) .375 .125 - .75 in Fillet ( ) .125 - Unlimited in Thickness (Pipe/tube): Groove ( ) .125 - .75 in Fillet ( ) .125 - Unlim'rted in Diameter(Pipe): Groove ( ) > 24 OD - in Fillet ( ) > 24 OD - in Notes " Qualifies to Backqouge Filler Metal (Table 10, Item (2)) Spec. A5.1 A5.1 , A5.5 Class. E7018 E70XX and Lower Strenqth Electrodes F-No. 4 F4 and Lower Gas/Flux Type (Table 4. 10, Item (3)) Other 1/8" Electrode 5/32" and Lower VISUAL INSPECTION (4.8.1 ) Acceptable Yes GUIDED BEND TEST RESULTS (4.30_5) Type Result Type Result 4G - Face Acceptable 4G - Root Acceptable Fillet Test Resutts (4.30.2.3 and 4.30.4. 1 ) Appearance Fillet Size Macrcetch Fracture Test Root Penetration Description Inspected By SCOTT L. M ELL / AWS CWlest No. 08-87 OrganizationTHUNDER MOUNTAIN TESTING 3RI2008 RADIOGRAPHIC TEST RESULTS (4.30.3.1 ) Film Identification No. esult Remark QC � Interpreted By Organization ` S �. n� � Test No. 91d4 r Date � " We, the undersigned, certify that the statemenis in ihis record are correct and that the test welds were prepared, , and tested in accordance with the requirements of section 4 ofANSI/AWS D1 . 1 , ( 2006 ) Structural Welding CodetiSteel. Manufacturer PIONEER STEEL INC. Authorized By DON BOUSMAN Date 3/7/2008 � � THUNDER MOUNTAIN TESTING ♦ ♦ ♦ 2973 F.Road ♦ Grand Junction,CO 81504 (970)256-9965/Cell(970)210-7008/FAX(970)3147067 PIONEER STEEL INC. Page 1 of 1 Welder Qualification Test Record - Decking ANTHONY M 1-PSI-D1.3 WQTR No. ANTHONY M 1-PSI-D1.3 Welder Name ANTHONY MONTALBANO Welder ld WPS No. PSI-1003 Revision 0 Date 7/27/2009 Variables Record Actual Values Used In Qualification Qualification Range Process(Table 4.10, Item(1)) SMAW SMAW Transfer Mode(GMAW):Short-Cir. ❑ Globular ❑ Spray ❑ Short-Circuiting � Globular ❑ Spray❑ Type Manual � Machine ❑ Semi-Auto ❑ Auto ❑ Manual � Machine ❑ Semi-Auto ❑ Auto ❑ Number of Electrodes Single � Multiple ❑ Single � Multiple ❑ Current/Polarity AC ❑ DCEP � DCEN ❑ Pulsed ❑ AC ❑ DCEP � DCEN ❑ Pulsed ❑ Position(Tab►e 4.10, Item(4)) S�ot WeldlFlat Spot Weld/Flat Weld Progression: (Table 4.10, Item(6)) Up ❑ Down ❑ Up ❑ Down ❑ Backing[Table 4.10, Item(7)] Use Backing � With Backing� Without Backing ❑ Consumable insert(GTAW) Use Insert ❑ With Insert ❑ Without Insert ❑ Material/Spec. A611/20 Ga.Galv to A992 A611 20 Ga.to Group 1&II Thickness(Piate): Groove( ) - Fillet( ) - Thickness(Pipe/tube): Groove( ) - Fillet( ) - Diameter(Pipe): Groove( ) - Fillet( ) - Notes "Coated Decking *All Coated&Uncoated per AWS D1.3 Filler Metal(Table 10, Item(2)) Spec. A5.1 A5.1 Class. E6022 E6022 F-No. 1 1 Gas/Flux Type(Table 4.10, Item(3)) Other 1/8"Dia.Electrode 1/8" Dia. Electrode VISUAL INSPECTION(4.8.1) Acceptable Yes GUIDED BEND TEST RESULTS(4.30.5) Type Result Type Result Fillet Test Results(4.302.3 and 4.30.4.1) Appearance Acceptable#1 &#2 Fillet Size N/A Macroetch N/A Fracture Test Root Penetration Acceptable#1 8�#2 Description �`Dia.&Reinforcement of Arc Spot-Acceptable Inspected By SCOTT L.M WELL 1 AWS CWI>.st No. 09-262 OrganizationTHUNDER MOUNTAIN TESTING 7/27/2009 RADIOGRAPHIC TEST RESULTS(4.30.3.1) Film Identification No. esult Remark Interpreted 1�� Organiza' r—�f��{�--�� Test No. Date ' � � �' We,the undersigned, certify that the statements in this record are correct and that the test welds were prepared and tested in accordance with the requirements of 4.6 and ANSI/AWS D1.3(2008), Structrual Welding Code-Sheet Steel Manufacturer PIONEER STEEL INC. Authorized By LIDELL GORDON Date 7/27/2009 Oct 06 09 05 : 25p WJMG 3032804747 p . 2 � "` WELDER QUALIFICA710N TEST R�CORD (WQTR) �� AWS D 1 .1 Structural Welding Code - Steel �M WQ7R No . PSI-120 PQR1 �R 3G Wclder Leon Ramiroz ID LR_ 3597)_. WPS . PSI - 120 _ Rcv � �� Original Date � 10/6109 �� WJMG # 2009422 Rccord Actual Valucs qu� lification Range _ Uscd in Qu2lificstion Vari� bles � ProcesslT e SMAW � SMAW � � Elecvodc (single or multiplo) _ ,_ Sin le Sin le . CurrCtlVPol;�ri DC .F. P DGCP Position 3G CJP & PJP : vertical , hori�ont�l, flat -- .. Fillets : vcrtir,�l, horizonl:�l , flat __ . .. Wnld Prot� ression U U Backin (YES or NO) Yes Backin or Back ou � _ .. Maleri:�l/Spcc. _ Ba�e Motal T_ ASTM A36 to A36 Group 1or 2 to Group 1 or 2 . 7hickness:, (Plato} ' - ° - , ._ _ Groove . . 0 .37;" '� 0. 125" - U.750"-- Fillet 0. 125" — Unlimited , Thicknoss : (Pipe/tubo) _ , .Groove 0, 125" - U .750" . Filfct 0 . 125"- Unlimit[:d Diamctcr: (Pipe) _ . �_ Groove Over 24" diamotor Fillet Over 24" di2meter � Filler Mel;� l �� 5 . pc. No. � A 5. 1 A 5. 1 .. _. _ C1ass .._ t7Q18 � E7o16 _ _ _ F-No. 4 ^ 4 or less , Gas/Flux Tv e _ � Elnctrode Di3metcr 1 /8" 5/37.' and less � .,, , VISUAL INSPEC710N — Acce t . Guided Bend Tost �Results - T � Result � `f e Result Root 1 Aece t Face 1 Acee t Root l Accept Face 2 Accepl _ ,_ Fillot Test Results Appear�nce _ NA Fillet Sizc NlA � Fracturc Test Root Penotration N/A , Macroetch N/A _ �_ Inspected by Jesse Granth�m, AWS CWI #980Q1061 7cst N� mber 2b09422 8 Organization Welding 8 Joining Mqmt Group West Oate 10/6/09 1 F�ADIOGRAPMIC TEST R�$ULTS Film Identificatiqn Film IdGntifica�on Numbcr Number Results Remarks Resulls Rr�marks NA -. .. ,_ Interprct�d by N/A Test Numbcr N/A Organization N/A Date N!A We, the undersic� ned , certify that the statemonts in this rccord are corrcct and that the test wclds were prep�red, welded , and t�sred in 2ccordance with the rcquiroments of Scction 4 of ANSUAWS D1 . 1 Structural Steel Welding Code, Company: _ Pioneer Sleel, Inc. � Authori�ed By: Mr, Gerald Burko Date: 10/6/09 ` " 3B24(i F2iver Fronlage Road New Castlo, Cp 81 G47 "`� WELDER QUALIFICATION TEST RECORD (WQTR) -�� AWS D 1 . 1 Structural Welding _ Code_ - Steel . ,� . - -- -- _. _ ._. _ --- - _ _ _ - - - - __ - --- - --- - -- --- --- - -- --- - ; � . . . _ _ WQTR No . PSI- 140 PQR1 JS 3G Welder Jared Street ID JS 6317 WPS PSI - 140 Rev 1 Date 1 /22/10 WJMG # 2010007 Record Actual Values Used in Qualification Qualification Range Variables Process/T e FCAW FCAW Electrode sin le or multi le Sin le Sin le Current/Polari __ DCEN DCEN _ Position--- -- --- - - _ _ _ --------- __..---- - _. _--- — -- -- ---- ------- — -----3G - - _ CJP& PJP: vertical, horizontal, flat Fillets: vertical, horizontal, flat Weld Pro ression U U Backin - YES-or NO - - _ _ _ __ __ _ _ _ _ _----Yes --- ---- - Backin � back ou e, backwetd Material/S ec. ASTM A36 ASTM A36 / Refrac T Ceramic Base Metal ASTM A36 to ASTM A36 Grou 1 or 2, to Grou 1 or 2 Thickness: Plate Groove 0.375" 0 . 125" - 0 .750" Fillet 0. 125" - Unlimited Thickness: Pi e/tube Groove 0 . 125" - 0.750" Fillet 0. 125"- Unlimited Diameter: Pi e Groove Over 24" diameter Fillet Over 24" diameter Filler Metal l S ec. Na A 5.20 A 5.20 J Class E71T-8 E71T-8 F-No. 6 6 Gas/Flux T e __ Electrode Diameter 1 /16" 1 /16" and less VISUAL INSPECTION - Accept, Welding Witnessed by Ed Portie, AWS-CWI 91121721 Guided Bend Test Results T e Result T e Result Root 1 Acce t Face 1 Root 2 Acce t Acce t Face 2 Acce t Fillet Test Results Appearance NA Fillet Size N/A Fracture Test Root Penetration N/A Macroetch N/A A fnspected by Jesse Grantham, AWS CWI #98041061 Test Number 9� 2010007 p Organization _ Welding & Joinin M mt Group West Date 1 /22/10 RADIOGRAPHIC TEST RESULTS Film Identification Film Identification Number Number Results Remarks Results Remarks NA __ __ Interpreted 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 tesfed in accordance with the requirements of Section 4 of ANSI/AWS D1 . 1 Structural Steel Welding Code. Company: Pioneer Steel, Inc. Authorized By: Mr. Gerald Burk Date : 1 /22/10 � � � � 38246 River Frontage Road New Castle, CO 81647 ; WELDER QUALIFICATION TEST REPORT (WQTR) � AWS D 1 . 5- Bridge Welding Code WQTR No. : PSI-521 JS 3G Welder Name: Jared Street Welder ID : JS WPS No . : PSI-521 Welder Type: SMAW Rev Orig Date: 1 /28/10 Pro'ect Number: 2010007 Record Actual Values Qualification Range Used in Qualification Variables Process/Type SMAW SMAW Electrode (single or multiple) Sin le Sin le Current/Polarity DCEP DCEP Position 3G Groove: Vertical , Horizontal , Flat Fillet: Vertical , Horizontal , Flat Weld Progression Vertical U Vertical U Backing or back weld : Yes Backin on Groove welds Material/Spec. M270M Gr 250 36 M270M Gr 250 (36 or Gr 345 50 Base Metal M270M Gr 250 36 M270M Gr 250 36 or Gr 345 50 Thickness: (Plate) Groove 1 .000" 0 . 125" to Unlimited Fillet -- 0. 125" to Unlimited Filler Metal -- __ Spec. No. A 5. 1 A 5 . 1 Class E7018 E7018 F-No. 4 q Gas/Flux Type n/a n/a Diameter 1 /8" 3/32" to 5/32" A `*� VISUAL INSPECTION — Accept �F$f 1 +° Guided Bend Test Results � T e Result T e Result Side 1 Acce t Side 2 Acce t / Side 3 Acce t Side 4 Acce t Inspected by: Jesse A. Grantham , AWS-CWI #98041061 Test Number: 2010007 Organization: Welding & Joining Mgmt Group, West Date: 1 /28/10 RADIOGRAPHIC TEST RESULTS Film Identification Results Remarks Film Identification Results Remarks Number Number N/A N/A Interpreted 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 AASHTO/AWS D1 .5M/D1 .5 Bridge Welding Code. Company: Pioneer Steel Inc. Authorized By: Mr. Gerald Burk 38426 River Frontage Road ♦ New Castle , CO 81647 ; WELDER QUALIFICATION TEST REPORT (WQTR) � AWS D 1 . 5- Bridge Welding Code WQTR No. : PSI-521 JS 4G Welder Name: Jared Street Weider ID : JS WPS No. : PSI-521 WelderType: SMAW Rev Orig Date: 1 /28/10 Pro'ect Number: 2010007 Record Actual Values Used in Qualification Qualification Range Variables Process/Type SMAW SMAW Electrode (single or multiple) Sin le Sin le Current/Polarity DCEP DCEP Position 4G Groove : Overhead and Flat Fillet: Overhead , Flat, Horizontal Weld Progression n/a n/a Backing or back weld : Yes Backin on Groove welds Material/Spec. M270M Gr 250 36 M270M Gr 250 36) or Gr 345 50 Base Metal M270M Gr 250 36 M270M Gr 250 36 or Gr 345 50 Thickness: (Plate) Groove 1 .000" 0 . 125" to Unlimited Fillet 0 . 125" to Unlimited Filler Metal Specification No . A 5. 1 A 5 . 1 Classification E7018 E7018 F-No. 4 4 Gas/Flux Type n/a n/a Diameter 1 /8" 3/32" to 5/32" VISUAL INSPECTION — Accept � Guided Bend Test Results l '" T e Result T e Result Side 1 Acce t Side 2 Acce t Side 3 Acce t Side 4 Acce t � Inspected by: Jesse A. Grantham , AWS-CWI #98041061 Test Number: 2010007 Organization : Welding & Joining Mgmt Group, West Date : 1 /28/10 RADIOGRAPHIC TEST RESULTS Film Identification Results Remarks Film Identification Results Remarks Number Number N/A N/A Interpreted 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 AASHTO/AWS D1 .5M/D1 .5 Bridge Welding Code . Company: Pioneer Steel , Inc. Authorized By: Mr. Gerald Burk 38426 River Frontage Road ♦ New Castle , CO 81647 THUNDER MOUNTAIN TESTING � ♦ ♦ ♦ 2973 F. Road ♦ Grand Junction, CO 81504 (970) 256-9965 / Cell (970) 210-7008 / FAK (970) 314-7067 PIONEER STEEL INC . Page 1 of 1 Welder Qualification Test Record JARED S 1 -PSI WQTR No. JARED S 1 -PSI Welder Name JARED STREET Welder ld WPS No. PSI-B-U2a Revision 0 Date 3/7/2008 Variables Record Actual Values Used In Qualification Qualification Range Process (Tabie 4. 10, Item (1 )) SMAW SMAW Transfer Mode (GMAW): Short-Cir. ❑ Globular ❑ Spray ❑ Short-Circui5ng ❑ Globular ❑ Spray ❑ Type Manual � Machine ❑ Semi-Auto ❑ Auto ❑ Manual � Machine ❑ Semi-Auto ❑ Auto ❑ Number of Electrodes Single � Multiple � Single � Multiple ❑ CurrenbPolarity AC ❑ DCEP � DCEN ❑ Pulsed ❑ AC ❑ DCEP � DCEN ❑ Pulsed ❑ Position (Table 4. 10, Item (4)) 3G. 4G 1 G. 2G 3G. 4G, 1 F, 2F. 3F. 4F Weld Progression: (Table 4.10, Item (6)) Up � Down ❑ Up � Down ❑ Backing [Table 4. 10, Item (7)] Use Backing � With Badcing � Without Badcing ❑ Consumable Insert (GTAW) Use Insert ❑ With Insert ❑ Without Insert ❑ Material/Spec. A36 to A36 All Group I 8� 11 MaYI Thickness (Plate): Groove ( in ) .375 .125 - .75 in Fillet ( ) .125 - Unlimited in Thickness (Pipe/tube): Groove ( ) .125 - .75 in Fillet ( ) .125 - Unlimited in Diameter(Pipe): Groove ( ) > 24 OD - in Fillet ( ) > 24 OD - in Notes " Qualifies to Backqouge Filler Metal (Table 10, Item (2)) Spec. A5.1 A5.1 , A5.5 Class. E7018 E70XX and Lower Strength Electrodes F-No. 4 F4 and Lower Gas/Flux Type (Table 4. 10, Item (3)) Other 1/8" Electrode 5/32" and Lower VISUAL INSPECTION (4.8.1 ) Acceptable Yes GUIDED BEND TEST RESULTS (4.30.5) Type Result Type Result 4G - Face Acceptable 4G - Root Ac.ceptable 3G - Face Acceptabte 3G - Root Acceptable Fillet Test Results (4.30.2.3 and 4.30.4.1 ) Appearance Fillet Size Macroetch Fracture Test Root Penetration Descripfion Inspected By SCOTT L. LL 1 AWS CWlest No. 08-87 OrganizationTHUNDER MOUNTAIN t��l /2008 RADIOGRAPHIC TEST RESULTS (4.30.3.1 ) Q �; � Film Idenffication No. Result Remark �� SCOTT L. �;AXW Interpreted By � Organization Test No. � P % Date � 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 4 ofANSI/AWS D1 . 1 , ( 2006 ) Structural Welding Code�Steel. Manufacturer PIONEER STEEL INC. Authorized By DON BOUSMAN Date 3R/2008 � , ° 05 - 18 - 09 ; 07 : 44AM ; ; (G70) 984 - 9339 # ; I 1 �/ V1 � l I V �.I VJ � TV `+ WJ11 �. JVJl� VtiIT I T ! � � f �� WE�pER QUALIFICATtdN TEST RECOR� {W4TR) AWS D 1 .1 Structu �ai We[ding Codc - Steel - - ' WC'TR Na. PS!-12U PQR� J$ 3G Welder Jpson Stroot !D JS_. WPS PS1 - 170 Rev Qii jn�! ��te � � 3/26/U� WJMG sl �Q090y9 Kocord Actu31 Values puaGficadon Ra� � Used In Quali(Catian � V3rinhlos PrpCesslT SMAW SMAW Electrvde si� le or mulapie) Si� �e Sln tc CurrenUl�olari p�EP �G�� Position 3G CJP 8� PJP: ve�rttcat, hotironL7t, llat Fidcts: ver(i�al, horizoat�l, llat Weld Pro ressfon U . � BGCking (YES or NO) No Ne and Yes Motenal/S c. B3sc Metal ASTM A36 w A36 Grou 7or 2 to Grou 1 or 2 Th►ckness: Plate Groava �.375 0.125" • 0.750" Flltet 0.12a — Unlimitep '1"Hicknc�S: Pi e/tuh� Groovo 6.125' - �.750" F�� 0.725"- Unllrnited f�iametcr. �°p�� Over La" Glarneter Fillet OvQr 24" di�mctcr Fiilo� Metal . S ec. Na. A 5. 1 q 5_� ' Class E7p� � E7098 —" F-Na. 4 4 or fe3s Gas/Fiux T c E)eetrodc plame�er 1 /B" 5/32" and less V�SUAL INSPECTJON — Accept .---��_„ Guldod Bend Test Ro�ults T e �e,zlt � T Roo� y Result Accn i Face 9 AccG t Root 2 Accopt Face 2 Acr,c� t + , F(1[st Tnst Rpyuits Apyear�ncc NA F�II@C Sito N/A � Fradure Ycst Root Penatr�tion N/A Mocroelc{, N/A M 9 � � � Inspecled by Jesse Gran[ham�WS CW! #98Q410G7 7es! Nvmber 2008079 Or� anization Weldin � Joi�in M mt Grou . WP,st Date 3/2G/OB RAOIOGRAPHi� T�ST RESL,II.TS Ftlm laen[ificatton Fllm ideriiiti�ation Number Number Resutrs Rnmarks Resultg Rem�rtcs NA » „_ �, � _ lnicrpreted by N/A Toui Nu,tiber N�q Orpanizauco N/A Oata N/A We, Ihe under,rignod, ceRify 1h2� st�e St3temants IA this recercl are aorroct and that rho test wetd; wnre preparrd, weldect, and test�U in accordanco with the requir�monts of Section 4 oFANSI/AWS D1 . t Structural Steat welding C000, Company; �` Plonee� Stoo{, tnc. Aut�orized 8y; Mr. Den Bousman ,_ Date: 3l26/D8 �_, 38246 Rivet Front�e Rood New C�stic, CO H7647 , p6 - 18 - 09 ; 07 : 44AM ; ; {a � 0) � � 4 - 9339 # 8 / 1 V V11 t ! v �I v �J • Tvr Wv11V yyv ` yyT � � ♦ r • v � W�LDER QUALI�ICA7lON TEST R�CORD (WQTR) � AWS D 1 .'1 Structura[ We[ding Cade - Steel .. - WQTR No. PSI•72p PQ�Z JS 4G , Weldet .f:sson Streat ID JS WPS FSI - 12D Rev. Oriqin�! Dete �/?,6/08 � � WJMG �t 20460%9 � Rocord Actuaf V�lues p�o��a�on Rango U:ed in Quaiificatlon t'ar!-eblea Pb�e�g1T e SMAW SMAW ElectroCc (singlo or multlpiel S{n 1e Sin te CurrenVPalari DGEP �C�P Postuon 4G CJP 8� PJP: overhead, ft3t I'111ots: overhead, liat W�ta p ression _ _ Backin FMS vr Np � Np No ano Yes IVlat�riaUS , &�se Me[a! . ASTM A36 to A36 Grou 10r 2 to Grou�„1 oc 2 Thickrt�s: (P1ato) Groove � ` _ . _ .._ U�TS" 0.125" - 0.780" Flliet 0. 9 25" — Unlimited TJtiCktlaRS: Pi gftLbe Groovo 0.� ?.5" - 0.750" Ftlet 0. 125"- UnlirnileC Diameter. Pi e _,,r.., , Groove pvQr 2d" dl3meler I=,Ilei pvor 24� di�meler f-711er Me�al S ec. No. A 5.1 A 5.1 Class ET018 E7018 •� F-Ne. a 4 or tes� GaslFlux 7 e _ _ EfecVptl�r Dlameter 9/(f" 5I32" and Icss VISUAL INSPECTION — ACCepI GuiCed �onA Tost Results �" T � Result T Rc,sult Rool 1 Acce t Face S Acce t Roat 2 2cce t Fase 2 �cc t Filiot 7ast Re$�Its Appearence fVA Fillet Sue NIA FractureTost f�oot Penetration N/A ,_� Macroetch N/A . � . 1ESSE �. M � Inspeeted by Jcs.sA Grantham, AWS CWI lt�J8D41061 Tost Number 20p9p79 ' � ,► O�ganizadon Wolding & doininq Mqrnt Graup, west Date 312slne RADIOGRAPHIC TFST I�ESULTS Fl�m tCeniiflcatien Fqm IdontlficaUon Number Number Results Remarka Rcsults Rer►�►3rks IVA .. � _ _ Interpreted by N/A Test Numbcr N/A Orpan(zalion N/A Date N!A We, the undor�inned, ce�ity ihat the st�lemen�5 in this record are correcl and tnat snp tost we14s were prep�rn0, woldoa, and tested in accordance with thn roquirements ot SecGon 4 pf ANSI/AWS D1 .1 StrucWrai Steel Wdd�r►8 Codo, Company: Pionccc Stcpl, InG. Autharu.od 8y; Mr. Durt BouFmsx� ... ..� .. Qate• 3/�[ilpe ., 38Za6 River Frontopo Ro�d Nn.v CasUe, CO b1fi47 Pg 1 of 5 . P(�K Y5i- 11t�;� _ ` .. -- AW5 D1.3/D13M:2008 * -STRUCT-URAL-WELDING-CODE -*-SHEEZSTEEL __ : - WELDING PROCEDURE QUALIFICATION TEST RECORD (PQR) p-� � company Name PIONEER STEEL, INC.,,_38246 River Frontage Road, New Castle, CO $1647 Procedure Qualification Test Record No . PSI- 1103A �=r.: t�ate 06/ 15 24Q9 Qualifying Welding Proced.ure Specification No . PSI- 1003A Rev . N A D �� N/A Weldi.ng Prvicess ( es ) SMAW Type Manual � . . . � ( inte � atie . � � na ? 1 � � lo� . ) . � Mode of Transfer for GMAW: short circuitinq,j:� spray�- globu7.ar� ID other.( -�1 N/A _ _ _ JOINTS ( Table 4 . 1 ) POSITIOHS (TABLE 1 . 2 ) � Type of welded Joint ( s } Arc SQot We1dr Sheet Positian of Arc Spot we1� � Flat Only - - ( sinqle & Doubie ) ta supportinq member Position of Fillet N/A Backi.ng : Yes� No { ) supporting member Progression : upj� down�. both� N A Backi.ng Material Type A36 x 1 /2 in . thick � �, . 4 . 6 . 2 � Groove Welded From: � � Shieldi.ng Gas N/A F1ow Rate N/A one side, N/A both sides I3/A percent Mixture N/A BASE METAL ( 1 . 2 ) FLU% ( 1 . 4 . 5 . 2 ) N/A Material Specification Type & Grade : Filler Metal , tTable 1 . 1 ) : Sheet Steel A653. Gr 40 ta A653. Gr 40 Specificatzon A5 . 1 Thickness 18 Gaqe = 0 . 0498 " Classification E7018 � Lincoln EX Caliberl Support Steel COATING(S ) : Thickness 1 / 2 inch = 0 . 500 " Type Galvanized. Gfi0 Base Metal Preparation Mechanical cleaned bv mhickness . 60 Oz /Sq Ft rindi.na smooth free of imverfections MSR = Meets Specification Requirements ENLARGED VIEW ON PAGE 2 V�`SUAL E%AMIAATION RSSULTS ( 4 . 6) : � � Specimen 1 & � Sinale Sheet - Acceptable - MSR �t P°sison Detaited as Welded sc�sra a�e '' ' f� •,. m� � � l Specimen 1 & 2 Double Sheet - Acceptable - MSR ,.� ' , , - � Diam of Arc Spot Nugget Sin�le S . >_5 / 8 " - MSR ��1 �� a�a �c6z Diam of Arc Spot Nugget Doubie S . >_3 / 4 " - MSR ,,,� ' wetaea by cbz , �+� � o�. TeSt COACIUC't2f1 by MulviIle's Weldins Insnection & Code Consulrin� � � �� er PauickT. Mulville CVVI, CWE _�/� 18Gsge = O.o�F18" &0.osi6' - CGo Lab Test No . ( s ) 14 0 4 �� -��a , '�""`'�."� �� .�:�°s ��` ,�„ Date of Test 06/ 15 / 2009 y�'��' �e�'�c�` -- TECHNIQUE S.pecim. Flectrode Welda.ng Current Travel Melting Wire No . Size Speed. Rate Feed *Amperes *Volts : IPM Speed SINGLE SHEET 1 1 8 " 156 28 . 5 N A 13 . 5 N/A 2 1 8 ° 156 28 . 5 N A 13 . 5 N/A DOUBLE SHEET 1 & 2 Z / 8 " 194 32 . 5 N/A 14 . 5 N/A *Copy of Certificate of Calibration Volt/Amp meter used on file, traceable to fihe N.i. of S. & T. pg 5 of 5 Welder l�ame ( s ) Hunter Cunningham Identification Mo . ( s ) C62 Date of Qnalificatioa Test : 06 / 15 /2009 The undersigned certi£es that the statements iu this record are currect and that the test welds were prepare, welded, and tested in accordance with the requirements of 4.(;of Eil�TSI/AWS D1.3:2048, Structural Welding Code - Sheet Steei. ) Authorized by: Geraid Burk, President < 5ignature: Date 06I08/20a9 by: Mulville's WeCdin� Ins„pection & Code Cotrsc�ltin� per. Patrick ?: Nfulville, �'j�'l. CWE � Date QG/15/2009 �� PATWCKT. MBLV{tt ' � ,� � , CWI 90114771 __.. _ . pg 2 of 5 . 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'. � . . � .. _ i . . . _.. . ._• _ . � � s► � w w � �� _ � � � � 3 � � � c� c� m a � m o c� an y s1� p�et � � � � � � m a $ m 'n � � orn r _ 3 ��"'". � � �n . m �a m � � � � � ya3 aa = g ° a $. � � � Z `- ° � 2 0 01 n : n3 _ a ' m m . _ o � cQ ° . : a � = a � � � . _ � R � � � � Cr � � � W ` .. � - 0 0 � � o. � d � � � ° � � . � � p � � � � 3 N �" � h w m � m � a, � � � '��j � � $ � a � vi ce C m o m � � � m p ; Q Q � o � � � ; � � _ � � � ° m � � � . ro - o � � .. � � m � � � fl� °r - ., AA c� QQ Q A OA � � �� _ � o p O o � o o � S � w y � � 3� q N N _ _ O O O O O O O O O 4�1 N N m ID m N Oal N� � � � � � � . � � � . W m m m m m @ �C N Nd�/ N m t�0 030 0�9 f36 � � . O O Q O O l7 Q O. O a � � -� � a � > � -� -� -� -� ��°r Li�ed 3 . � � n � � � � � # � � � , � � � � � � ww � t�l m m ' °—� � A .NA m � � � � 'it �-C -G D � D � � � -< -< -C Msats All SpeG. � 3. C Rsquiremgnts? � � � � — m � � zzaa aaz z z zz �°�°"s °r � � � � m � Varianoos iroin Spec? !! . .. _ � � O Z Z D D D D Z 2 Z Z Z � �1'KOfI!"I�tiOB o � � � $ ; -G { D A D D '� � � -C -! 11! Th�i PdC1��9 �y � � � � N � j pg 4 of 5 PQR PSI-1103A . _ _ — — caraceercon► �-`) ` 850 Roiavroad t3Nva Pa Box iTbB CoMxnbfe, 90 28202 _ � B00 554-6421 � . _ _ January 21 , 2009 . . _ _ _ . � Jim F{ynn � Schuff Steel Company . Midwest Division - Denver 4fifice 7100 East Beiteview Avenue Suite 203 Greenwood Urllage, CO 80111 . RE: Sotdier Famity Care Cen#er (Fort Carson, CO) Deac Mr. Fiynn, . CSi� purchases steel from various sfeel manufacturers. TMese " manuf�cturer� are a cor�bination of integrated productior� and etectric " - arc production. Our material sourc:es for the B-Dek and CFD3 have a � minimum recycled scrap of 25�0�5% up to a maximum of 100�0. Thts recycled scrap content shauld qualifjr this product for LEED points under secfions MR4. 1 and MR4.2. � t can provide additionaf infortnation regarding the raw materials for this job once it has b�en manufactured. These products wiil be manufactured at Metal Dek Group� (4524 N. 44th Avenue Suite 'I �, Phaenix, AZ 85031 ) which is approxsrna#el� 835 mites from #he project site. � Best Regands, Candice HarrEs CSi Metal-Dek Group Work # _ (803�251 -5003 Fax # _- {803}-744-6024 Candice.Harris�csisteel.com Memphts Alint Terrell PlOnt l d9a� H�ngerf•�rd Orive PO Box 14t9 � Memohis. TY 39 � 18 terrell, TX . 901 36,5.0226 972 524-7275 pg 4 of 5 P��.t PSI-110�A � , , � _- _ _ ____ _. __ _ _ . -_ .__ _ _ . _ . .- -- ------m27&CBx..PQm . . . . .. . .. . . . . . . . . . . . . . . _ . _ . .. . _ _. . . . . . .. . . . . . . .. . . . . . _ . . . _ . . . _ . . . _ _ ! - . . -_.� -'' . .___� . . . . . . .. . . . ` / � J`teta[ Qek Grouo � � � ° 650 Rosewood Giue a u�;, �{ r� i ?rJ $o+� i7b5 E C�umbia. SC 2920? ��.__.. +-- _�____ • EGG55�-5427 ! ' — ... ::. a� rss-�s„ � Aprii 21, �0(� _ . , � _ . : _ _ _ __ _ _ _ _ _ . _ _ _ _ _ - __ _ _ _ - _ _ _ _ _ _ _ : SchuffSteel Company _ _ _ _ _ _ _ � 1Vrdwcst Divisioa — Donver Office � 7I d0 East Belleview Aven�ue, Suite 203 i Greenwood Viilage, �U 80112 } i � ; R+ofet�ence: Soldicr Family Care Center i (CSi's job# D0803Q8S) � { Mr. Flyrun, ; , 4 The Metal Dek Group� a w4it af CSi� he�c+cby certi$cs that the Metal Kvof and/v� Fian� ; Decks and Accessories are d�signed and maaufac�ur�d ir� accordance wit� the Standard [ Deck Speccific�tiotas af the St�eel ITec1c Institute (SDn. ; : Tha De�k profiles listea be'�ow have been approved by the ICC and have a comespand'mg � 4 ICC Evaluation Services Repo�# Number FSR 1169. _ � { _ _ � ' The decks and accessorics are insp� prior to �eav�ng the plarxt and will safely support ; �e uniform total lvads as d�signcd and in confarn�ance with the applicsbtc Steel Deck � L�stitute I.o�d Table andlar Cansolidated Syst�cros, Inc. Pmdact Catalag for t�e particular i �`J!^� "w i�i �ynu, iii� aii iias ��`v�u `[A4SC t4AQ TSD1P.�4 LO �vlde 108d'Cffi[Y�S ' : iD�Q1�tiQII W�I4'ri 8ppI1C�LOIIS A� lil �CC W1�11�1CSC SpCC1fIGA�10JIS. � ; � The s�c;tion pmperties and laad tables were detormincd Using the Amexicaa Tran and i Steel Instafi�te's "Sgecifications for tha D�siga of Catd-Formed Steel Shuchual ! Members", 20Q1 Editicxt. _ . � � i ' gher havu�g a miuimum ieid sk�a o� 4U Q00 ' or better. The coating shall be in : accordance with ; , : Tl�e Type CFD3-Dek ES Intetlocking {20 gaug�, 36" wido), Salvaaized st�� flopt de.ck . : shail ba produccd from stecl confornung ta � � or higher having a minimurn yield strength of 40,000 psi or better, Thc coating shall be � in accoxdance witi� ASTM A924 Coating Cl,ass , C��ux^c°a. S� _ � ; :Vtem�s. 7 V Tµ.,nE�. -?C ._ . � - . " . . . . �"CRnX. �l? pg 4 of 5 PQ� PS!-llU3�i , _ - -- _ __ _�,�� _; _ --` . - - � J""tetat �ek Grau� � C4epa�1� O1N0� • �t i B60 Roaowood Or�w a u+-t o! V� ; PO Box t756 ,^.oaxruNn, SC 292Q2 .:; o0o j�-��, ; The decJc supplied fo� this project wiil confrnm to the seismic t�st resalts of the St�e! :,; � �s6-se, � ; ; peck I�nsbifute Diaphragm Desiga Mauual. _ 7['t�e lafierai restraint ��the deck will dev�lop i _diaphragrn shear_vatues equal to ti�ose_ in the_I�oad #ablcs vf the Diaphrag _m Desiga Manual _ _ __ __ _ _ _ _ __ ; when installed ac�ording to ths f�astoaing pat#cm=shown. __ _ r ' Sincer�ly, . ; M�al Aek Cm�upm a cinit a€CSi� t - �iG�ILL 7`Y � � ' Carl A Shipmaa, P.E. � ph: 803-251-SOIl : 5c 803•744-6484 � , . . fi - ► � � ; . ; : � ; , , ; ; . . _ • r.r::�ia. Sr.'. ' Mr�npt+s. Tfv Terre!4, �C � . p:l,.'�errix. AZ pg 5 of 5 PQR P51-llti�A � P(KES PEAK TEST IABS - - - _ _ _- - _ _ _ _ __ . __ Certificate Of Calib�a�ion --- - �. � Customer: MULVILl.ES IN3R Cor�trol Number: C082455 3815 PENNYROYAL LANE � TooUGage No: 83954990 COLORADO SPRINGS� COLORADO 80906 Sertai Numbee 83954990 Name of I�treiment: � i P.O Nambor: COD __ __ _ _ _ _ _ Model: 337 ManufaCfure = � I - _ Conditian of item as found/leff Calibrated at PPTLI FACILITY- - - - Envtronmental . CondiHOns Manufacturser Illodei Gage ID Due Dabe FLUKE bb0014I300 LP003 10123/2008 NIST Numt�er. 673673-6590005:119313zoG7 Temp 76 ° F Humidity 28 °tiRH . In �e event the actual sius are not listed below, this Cerdficate will certify th'st the gage described above has been inspecbed as to size and toierance and found to be within limits speciiied by the manutacdu�er, MIL-Sl'll-12U, end/or individual specificatioas (when iisted}. ° Calibrated FAW: CALI-009 A � _ J The material covered by this certificatton has been calibrated and compared with Masber Refe,t+ence Standards, 3n com Hance with ANSUNCSL Z540-1-1994 and lar MIL-STD-45662, and Calibratecl to at least 4:l uniess stated othenvise. CALIBRATED TO MFG SPECIFlCATION , This Cerificate may not be reproduced except in full without writtett approval from P�ces Peak Test Labs, Inc Results contained herein relate only to the component id# stated at mp. Certfied By: � .�_/„c. _ � Metrology Techn[cian �: �'7— / I • �'� � - - Pikes Peak 7'est Labs, �nc. � �ws �r QG i �r��*� 4750 Edisan Avenue ' PATRfCK T. MULVILLE Colorac�o Spzings, CO 80915 9ot to77t � � � (719) 596-0802 FAX (719) 596-0824 � W ! � � ) CAL/ Fam 2 Rev. Apn7 !9 2007 Ce►Hfipte of Calibration � . � _ . : ��, Weid�ng Procedure Spec�fication (Wpg) - �,� AWS- D 1 1-Structural Welding__Code- -=Steel - - - -- _ _ _ _ --� . . � , `- _ - -- _ _ _ WPS lVo.. ` PSf - 120 __ _ _ _ _ _ Revision: Ori inal Date: ; Company.• Pioneer Steel, Inc. —� 2/25/08 Project No.: 2008079 Welding Process: Authorized by.- Don Bousman Supporting PQR No. : PSI-120 PQRl1& PQR2 Type:- Manual X Semi-Automatic In accordance with_AWS_ D1-.1-Section 4 Machine Automatic — JOINT DESIGN _ _ _ . _ __ _ _ _. _ _ Type Sing)e Vee Groove Butt Joint P�SITION Single: X Double Weld Pos��on of Groove:- = ` ° . -.. - _ AII Fillet.• AII - - - Backing: Yes ° _ No X Backing MatL• Uertical Progression: Up X Down -- Back Gouging: . Yes No X Method -- Root O n : — — '- ELECTRICAC CHARACTERISTICS p g 0. 125"- 0.250" Root Face: 0: 0_ 3_p. pg�� Transfer Mode GMA - Groove Angle: 45° - 60° included an le � �� _ Short-Circuiting Globular BASE METALS — SpraY Puised � Material Spec.: Group 1 or Grou 2 Current.• AC DCEP X DCEN ' Type or Grade: _ __ p Tungsten Electrode (GTAWJ: Size: N/A Thickness: Groove: 0. 1_ Fi��et.• 0: 125" to U � : Diameter (Pipe): > 24„ � Base Metal Thickness U = Unlimited TECHNIQUE . Stringer or Weave Bead Either or both FILLER METALg Multi pass or Single Pass: Either or both AWS Specification: Number of Electrodes: Single AWS Classi�cation: A5' 1 y Electrode Spacing: Longitudinal � E7018 � N1/� Lateral N/A SHIELDING Angle N/A � Flux: – Gas: __ Inter-pass Cleaning: � Mechanically Clean Electrode-Flux Class : Composition.- -- Contact Tube to Wo�k Distance: � ) -- Flow Rate: Peening: N/A Gas Cup Size: N/A - ~ N/A • � � coc`{`�A�_ : _ iP�STw�� u�;� iR�i�T��l�l7 ✓i __n�. i _�.• _ . . .��_ . -- .. Preheat Temp. Min: Temperature: N/A Up�N'I�� 32° F (Nofe 1 ) Time: lnter-pass Temp. Min: 32° F (Note 1 ) Max. 375° F Cooling Rate: N�A 4a -- N/A Note 1 Minimum Preheat and inter ass tem erature for base material befinreen 0.750" to 1 .5" thickness is 15 ° #UELDIN�G P�O�EDURE 0 ,, - , , Filler Metals � ` ` Weld Current " La er s P�OCess Class Diameter TYPe & Travel S eed Polarit Amps Volts �PMp Sketch � ' SMAW ± E7018 . ; � /8" ; Joint Detail 2 I SMAW ` E7018 1/8" 1 �CEP , 100- 120 j 23-25 � : 8 -10 As re i DCEP f 110- 130 24-26 ; 8 -10 j SMA1N j E7018 1/8" ; � I DCEP ; 110-130 ( 24-26 ± 8 - 10 i f . . i . ' ' � i �-J . � � . . i . � � . . .. . � � � . i � � f � ' � 38246 River Frontage Road ♦ New CasUe CO 81647 Page 1 of 1 � � P.-ROCEDURE QUANFICATIO.N RECQI�D (PQR) -_ = -_ - _ -- - - - - • -� • AVIIS D1 . 1 Structurai Welding_Code = Steel -: - - -- � _ . --= --- - --- _ . _ __ _ . — _ _ _ � _. __ , Page 9 of 2 PQR No. : PSI - 120 PQR1 3G Revision:, Ori inal Date: 3/25/08 Project lVo. : 2008079 Company: Pioneer Steel,_Inc. - - Authorized-b : . _ Welding Process: SMAW : y Mr: Don Bousman.:.. Supporting WPS No. ; _ Type:— Manual X Semi-Automatic _ _ _ PSI =120 - ,_ _ - - - - _ _ _. - Machine ; - _ _ -= In accordance with RWS D1 . 1 Secfion 4 . A�fomatic - -- — -- JOINT DESIGN_ __ . _ __ _ . _ _ - TYpe� Single Vee Groove Butt Joint POSITION Single: X Double Weld Position of Groove: 3G Fillet.- = . _ _. : Uertical Progression: Up : - X Down Backing: Yes No X Backing MatL• -- ° Back. Gouging: Yes No X Method• -- �� ELECTRICAL CHARACTERISTIC3 Root Opng: 0. 125° Root Face: 0.0625 Transfer Mode GMA Groove Angle: 50° included an le � �� _ Short-Circuiting . - Globular BASE METALS . : ' SpraY Pulsed Material Spec.: Current AC DCEP X DCEN Group 1 Tun sten Electrode GTA Type or Grade: ASTM A36 g � �� S►ze: N/A " Thickness: Groove: 0._ 3_ Fillet: _ Diameter (Pipe): -- TECHNIQUE Base Metal Thickness U = Unlimited Stringeror Weave Bead: Both � � 4 ' FILLER METALS � � Multi pass or Single Pass: Multi-pass - AWSSpecification: NumberofE/ectrodes; Sin le A5. 4 Electrode Spacing: Longitudinal N/A ) ; AWS Classification: E7018 � _ Lateral N/A SHIELDING '4n9�e N/A Flux: -- Gas: lnter-pass Cleaning: Mechanicall Clean — Composi#ion. : -- Ccr,tact uuc «_ ;;vaeK uisrance: Llectr�de-,�'lax (Classj: _ . -- Flow Rate: - rJ/A-_.__ . _ _ Gas Cup Size: ° Peening: N/A N/A r : PREHEAT ` POSTWELD HEAT TRE,a►TMENT A� P�eheat Temp. Min: 50 F Note 1 Temperature: N�A . : �jC � � ) Time: ` N/A lnter-pass Temp. Min: 50° F (Note 1 Max. 355° f Cooling Rate: A' � N/A Note 1 : Minimum Preheat and inter ass tem erature for base material between 0. 750" to 1 . 5" thickness i ' F : , _ _ aIYELD1fV.�;'PROCEDURE Filler Metals Current Weld Type & La er s Process Class Diameter Amps Volts Trave( Speed Sketch � ; SMAW � E7018 � �$ Polarit IPM Joint Defail � „ 2 i SMAW i E7018 � � DCEP i 110 � 24 I 9 As re SMAW ; E7018 � ��$„ � DCEP � 1 .10 25 � ! i DCEP ( 110 � 25 t 9 i ` ' � ' i ; � � � , � i ! ; i j ; � t ` ; � � � � � r i : i ? + � � � � / 38246 River Frontage Road � New Castle CO 81647 � _ PROCEDURE_QUAUFICATLON RECORD (PQR _ _ _�� .. - � -_ -'� •� AINS D1 . 1 Structural Welding _Cotle-= Steel ,� . -- _ _ - ��— _-_ _ _ - - --- - _--- _ _, " _ d __ .. _ _ - ' . . . - . . . . � . . - . �. . . . . . . . . . . � . . . � . . . Y . . . . . . PQR #: PSI-120 PQR1 3G WPS #: PSI-120 ___ _ ._ - _ _ WJMG Job #: 200$0. 79 ; PROCEDURE QUALIFICATION RECORD (PQR) - ° Test Results _ __ - - -- -- -- -- -._ -- _ __ __ . , . _. , -_ ___ - TENStLE TEST :_..: -- _ _ . - - -... Specimen Width Thickness Area Ultimate Tensile Ultimate Unit Character of Fa�lure Na - z Load Ib ` T� 4 . 13" 0.299" . . : - 0.338 _ 25 309 Stress, psi and Locafion T2 1 . 11 " 0.300" 0:333 24,351 74'879 Broke in Base Metal 73, 426 Broke in Base Metal _ _ . . _ _ _ _ __ _ _ Specimen TYPe of Bend GUIDED BEND TEST No. Result . Remarks Face 1 Face Acce t Face 2 Face Acce t Root 1 Root Acce t Root 2 Root - Accept VISUAL INSPECTION Appearance: Accept �► Undercui:• None Ultrasonic examination Concavity.• _ Accept UT report.• __ See Pro'ect # Result.• _ Accept . � : Convexity.• Accept FILLET WELD TEST RESULTS Minimum size ►nultiple Maximum size single _ : -j , _ _ R!/� _ _ � • N/A _ : 2. N/A 2. N/A **Note: " When base metal temperature is below 32° F, the A��-Weld-Metal Tension Test AWS base metal shall be preheated to a minimum of 70°F, Tensile stren th QC 1 : . ; and the minimum interpass tem perature sha l l b e g ' PS�" N/A , � �g� G ; s ha l l be maintained. Y i e l d p o i n t/s t r e n g t h, psi: N/A � � Elongation in 2 In., %: N/A yy� Labo�atory test no.: N/A _ Welder's name: Jared Streef Tests conducted by.• Weldinq and Joininq Manaqement Group West abo ato,ry Test Number.• 200 079 Tests & Welding Witnessed by. Mr. Don Bousman We, the undersigned, certify that the statements in this record are correct and thaf the test welds were prepared, weided, and tested in accordance with the requirements of Section 4 of ANSI/AWS D1 . 1 , Structural Welding Code -Steel. Date: 3/26/08 Signed: Mr. Don Bousman ,� 38246 River Frontage Road � New Castle CO 81647 � �� _ _ PROCEDURE=QUALIFICATION RE _.__ CORD (P(,ZR) _ _ _ . - � .. - _ _-�) . AWS D1 . 1 Structural 1Nefding Code-- Steel - - e - _ — - _ _ -- -_ _-- _ --- --- _. _:. `- . . . . . . . �� . . : A . . .. . . . _ . . _ . _ . - . . � . . . . . . _. _. � . . . � � .. . . _. � . . . . . . . . . � - . . . - . . . . - � . . � � PQR No. : PSI - 120 PQR2 4G : Company.• Revision: Ori inal Date: Page 1 of 2 Pioneer Steel,_Inc. -� 3�25/08 Project No.: _ 2008079 - Welding Process: - . Au#horized.by.• -. ` ` -`SMAIN M�: : Don Bousman' Supporfing WPS No. : _ PSI-- 120 : TYPe:- Manual X Semi-Automafic __ _ _ - - -- __ _ Machine _. _ - - : - -- - - " - n accordance with-AWS D1 . 1 Section 4 _ _ _ Aufomafic -- _ JOINT DESIGN _ _ - - - - - _ _ .__ Type= Sin le Vee Groove Butt Joint POSITION Sing/e: X Double Weld_ Position of Groove: 4G Fillet. Backing: Yes _ No X Backin MatL• Vertical Progression: UP -- Down -- Back Gouging: Yes 9 -- -- Root Opng: 0. 125" No X Method.• -- ` �- Root Face: ,� ELECTRICAL CHARACTER(STICS - Groove Angle: o • �•�5_, Transfer Mode (GMAW : - 50 included an le � _ S�o�t-Circuiting BASE METALS _ Globular Material Spec_ : Cur�ent: AC SAray Pulsed . DCEP Grou 1 Tungsten E/ectrode (GTA X DCEN Type or Grade: -- Vt�: Size: N/A Thickness: Groove: 0.�_ Fillet.• Diameter (Pipe)c -- Base Mefal Thickness U = Unlimited TECHNIQUE p Stnnger o� Weave Bead.• w FILLER METALS M�Iti pa�s or Single Pass: Both AWS Specification: NumberofElectrodes: Multi-pass � AWS Classification: A5. 1 Elecfrode S acin Sinqle � E7018 p 9� Longitud►nal N/A SHIELDING _ Lateral N/A Angle N/A Flux.- -- Gas __ Inter-pass Cleaning: Mechanicallv �Iea•, ��,,,f.,�_ ,-, ,.. Composition: __ ��r,�ac� i une io iiVOCk.Distane�; _ ".,.,�, ��C-�«x � s�iass;: Fiow Rafe: -- N/A_.. _ : _ Gas Cup Size: � -- : N/A __ Peening.• N/A �. . . . � � . - r�. PREHIEAT POSTWELD HEAi' TREqTMENT A� �,. Preheat Temp. II�Im: Temperature: QC i` `. lnter-pass Tem . 50° F (Note 1 ) Time: N�A ,� p Min: 50° F (Note 1 ) Max. 355° F Cooling Rate: N/A � . . a � � N/A , Note 1 . Mmimum Preheat and mter ass tem erature for base material between 0. 750" to 1 . 5" t ' - VYEtDIIVG P:I�OGEDURE .°. hickness is F Weld Filler Metals Current La er s Process Class Diameter TYPe & i E7018 Polarit Amps Volts Travel Speed Sketch 1 � SMAW 1 /8" IPM 2 ( SMAW ; E7018 „ �CEP i 110 { 24, i Joint Detail As re i SMAW � E7018 ( 1 /8 � DCEP 110 , 25 g � 1/8" DCEP 110 � 25 � f � g , , , � ! � � � � F � ' , � + , � � ..,.� . . . . . . . . . . � . 38246 River Fcontage Road � New Castle CO 81647 � _ "'--a�-� - PROCEDURE =QUALIFICATION RECORD (PQR -- - - - - - - - - --- - ) _. - - -"" � AWS D1 . 1 StructuraF Welding Code_--_Steel -_--_- -�} � _ -- - — - -- _ _ — _. _ -- - - - - � - _ _ _ _ _ _ , , : _ � PQR #: P51-120 PQR2 4G WPS #: PSI-120 - PROCEDURE QUALIFICATION RECORD (PQR) ` W�MG Job #: 2008079 Test Results ` . - _ . __ _ _ --- - -- _ _ - - _ .. __ _ - . _ TENSILE-TEST _ _ _ Specimen Width Thickness Area Ultimate Tensile Ultimate Unit Character of Failure Na Load Ib . T1 1 .00„ 0.260" p,260 19 237 Stress, psi and Location T2 0.89" 0.250» 0.223 . 16, 102 73, 998 Broke in Base Metal 72,206 Broke in Base Metal ; Specimen T GUIDED BEND TEST Na YPe of Bend Result Remarks Face 1 Face Acce t : _ Face 2 Face Acce t Root 1 Root Acce t Roof 2 Root • Acce t VISUAL INSPECTION ► Appearance: _ Accept + " y " Undercut.• None Ultrasonic examination Concavity.• UT report.• See Pro'ect # Result.• Accept > Convexity.• Accept _ _ -- _ Accept FILLET WELD TEST RESULTS Minimum size multiple Maximum size single _ _ _ _ 9 . _ _ _ ".i; . _ _ 9 . N/A 2• N/A 2. N/A . .� *�Note: When base metai temperature is below 32° ,F, the All-Weld-Metal Tension Test A� base metal shall be preheated to a minimum of 70°F Tensile strength, psi: �. a� QC 1 M ' ` and the minimum interpass temperature shall be � shall be maintained. Yield po�nt/strength, psi: N� �s : Elongation in 2 /n., %: N/A 1 Laboratory testno.: N/A Welder's name: Jared Street Tests conducted b : �/elder l.D. # JS Y Welding and Joining Mana ement Group, West Laboratory Test Number.- 2008079 Tests & Welding Witnessed by. Mr. Don Bousman We, the undersigned, certify that the statements in this record are correct and that the test welds were prepared, welded, and tested in accordance wifh the requirements of Section 4 ofANSI/AWS D1 . 1 , Structural Welding Code —Steel. Date: 3/26/08 Signed: Mr. Don Bousman � 38246 River Frontage Road � New Castle CO 81647 PiONEER _ _ -_ --- - _= - -- - _ _ _ - -- - - - - _ - - -- --- - --- STEEL INC . ELDING-PROCEDURE SPECIF(CATION (WPS) _- _'� _ _ __ _ - - -AW-S D1 . 1 Structurai Welding Code = �teel WPS # PSI- 121 Revision : p Com an Name Date: 8/13/04 BY: WJMG P Y Pioneer Steel Inc (PSI ) Authorized : Paul Turle Date 8/13/04 Welding Process SMAW Type - Manual X Semi-Automatic Supporting PQR No: (s) PSI- 121 PQR1 _ &_ PQR 2 WJMG Project # 2004307 . - JOINT DESIGN USED , _ -- - , POSITION Type: Single Vee Groove Butt Weld, CJP and Fillet Welds Position of Gr.00ve: _ = :--6G Single :-=X Doubie::Weld - - _ : Filiet: . ALL _ -- -- _ - - - - - Verticaf Progression : Up X _ Down Back�ng: Yes No X (we►d metal after 15` pass) — Back Weld : N/A : ELECTRICAL CHARACTERISTICS Root Opng 0.09"- 0. 125" Root Face 0.032" - 0.096" Transfer Mode SMAW Short-Ciccuiting Groove Angle 45°-75° Radius (J-U) Nq Back Gou m Yes No X Method Globular Spray g g" — —. Current: AC DCEP DCEN X F'ulsed Other N/A — BASE METALS Tungsten Electrode (GTAW) Material Spec. Group 1 to Group 1 Type or Grade ASTM A 36 to ASTM A36 Size: N/A Thickness : Groove 0. 125"- 0.864" Fillet q�� Type: N/A Diameter (Pipe) 1 " and up TECHNIQUE - Stringer or Weave Bead : Either or Both FILLER METALS Multi-pass or Single Pass AWS Specification A5. 1 Multiple Number of Electrodes Single � AWS Classification E70"18 r Electrode Spacing : Longitudinal N/'A SHIELDING GAS Lateral N/A ) Flux N/A Gas N/A Angle N/A Composition N/A Contact Tube to Work Distance N/a Electrode-Flux (Class} Flow N/A Peening N/A _ . Gas Cup N/A i .,�or�,a�s �i�a�� i� _ _ ., � �� . Mechanicall.v cl _ PREHEAT _ � �� . Preheat Tem Min POSTWELD HEAT TREATMENT ; �,� - P- � 32° F Min, as applicable, see note Temp . None this WPS ' � �� Interpass Temp. , Min 32° F Max 350°F : Time � � �� ' N/A ;� -' Note 1 : Minimum Preheat and Interpass temperature for base material between OJ50" to 1 . 50" thickness is � °� WELDING PROCEDURE Filler Metals Current Weld Layer(s) Process Class Dia TYPe & Travel Typical Sketch (see note 2) Polarity Amps Volts Speed Of Fillet & Vee Joint As re 'd 1 ' SMAW ; E7024 � 1 /8" DCEN ; 152 - 176 : 22 -2g : 19Pn16 Fillet - t De,eaplor corner As req'd 2 � SMAW � E7024 � 5/32" DCEN ; 152 - 176 ; 22 -28 ` 11 - 16 � E 3 !--i � . . . I . �� - .�.. . 1 �'1 . . . . . . .. . { P.O. Box 126 � Glenwood Springs, CO 81502 _ : � -:P10NEER - -- -- - _ , __- - - - - -- -- - -- - _ _ WELDING PROCEDURE SPEGIFICATION (INP ^ , S�EEL 1NC . _ __ - - --- - ---- - _ � - - AWS D1 . 1 `Structural Welding Code ' - Steel _ WPS # PSt-121 Revision: 0 Date: 8/13/04 By: WJMG Company Name Pioneer Steel, Inc. (PSI ) : Authorized : Paul Turley Date 8/13/04 Welding Process SMAW Type - Manual � X Semi-Automatic _ Suppocting PQR No: (s) - -PSI-121 -PQR1 -& PQR 2 - VUJMG Pro'ecf # 20.04307 JOINT DESIGN USED � ` POSITION • Type Single Vee GrooVe Butt Weld,- CJP and Fillet VI[.elds Position of Groove: ,-6G ` __ _ . _. Fillet: ALL.:__ _:_ _ --- --- _. .- -- - _ _ _ -- - _ Single , X Double V1/eld _ , Vertical Progression: Up : X Down � Backing: Yes No X (weld metal afte� 1n pass) — . Back Weld: N/A ELECTRICAL CHARACTERISTICS Root Opng 0.09"- 0:125" Root Face 0.032" - 0.096" Transfer Mode SMAW Short=Circuiting . Groove Angle 45°-75° Radius (J-U) NA Globular Spray Back Gouging: Yes No X � : Mettiod Current: AC DCEP DCEN . X . Pulsed : _ . . Other _ — N/A BASE METALS . Tungsten Electrode (GTAW) � Material Spec. Group 1 to Group 1 Size: N/A Type or Grade ASTM A 36 to ASTM A36 Type: . N/A Thickness` Groove �. 125"- 0.864" Fillet All Diameter (PiPe) 1 " and up _ TECHNIQUE � Stringer or Weave Bead: Eithec or Bofh FICLER METALS Multi-pass orSingle Pass . Multiple AWS Specificafion A5. 1 , Number of Electrodes Singla� AWS Classification k E7018 Electrode Spacing Longitudinal - ` N/A Lateral N/A l ; : SHIELDING GAS Angle N/A ! Flux N/A Gas N/A : . .. Composition N/A Contact Tube to Work Distance N7a . Electrode-Flux (Class) Flow N/A Peenin9 N/A • �?� vui, iv�r� ' mterp�ss �ieaning : �1!?�hanica!! � c! PREHEAT � �, ' . ' PO$TWELD HEAT TREATMENT �� 3`� � Preheat Temp. ; Min 32° F Min, as applicable, see note Temp . None this WPS �' ; -�;�� Interpass Temp. , Min 32° F Max . _ . 350°F Time N/A �tr '- � �� : � c � � Note 1 :: Minimum Preheat and interpass temperature for base material between 0. 750" to 1. 50" thickness is �" � � WELDING PROCEDURE ' . . _ _ . ' Filler Metals Current Weld T e & Travel Typical Sketch Layer(s) Process Class Dia yp Amps Volts Speed Of Fillet & Vee Joint (see note 2) Polarity (IPM) Detail As re 'd 1 ; SMAW � E7024 = 1 /8" DCEN ? 152 - 176 ; 22 -28 � 11 - 16 Fillet - tee, lap o� comer As re 'd 2 � SMAW : E7024 = . 5/32" ; DCEN � 152 - 176 ; 22 -28 = 11 - 16 � � : ; � � f . 3 � . � � � � . � � P.O. Box 126 ♦ Glenwood Springs, C.O 81502 . PIONEEER STEEL INC . PROCEDURE QUALIFICATION RECORD (PQR) --- - ---- -- -- --- _ =-- AWS D1-.1-Structur-al-Weiding-C6de=Steel---- ----- - - -- - _ _� _ _ _ : _ _ _ _ _ _ _ _ _ . PQR # PSI- 121 PQR1 Revision : p Page 1 of 2 Company Name Pioneer Steel 1nc. : Date: 8/13/04 By: WJMG Welding Process Authorized _ Paul Turiey Date 8/13/04 SMAW Type - Manual X Semi-Automatic Supporting WPS No. (s) PSI-121 _ _ -- _ __, _ _ _ _ - - _ _ _ WJMG-Project 2004307 _ __ - _ JOINT DESIGN USED POSITION Type: CJP Single Vee Groove Butt Joint - - - _ - P_osition _of_Groove: _ -= 6G== = _- Fillet: -- -All _ Single X - - Doutrle Weld - -- _ _ _ _ _- -- _ _ Backing Yes No X Vertical Progression : Up X Down Back'tng Material : N/A - (weld metaF after 1 �` pass) ELECTRICAL CHARACTERISTICS Root Opening 0. 125" Root Face Dimension 0.064" Transfer Mode GMAW Groove Angle 75° Radius (J-U) Nq � � Short-Circuiting Back Gou in Yes No X Method Globular Spray - g g' — — Current: AC DCEP DCEN X Pulsed Other — BASE METALS Tungsten Electrode (GTAW) Material Spec. Group 1 to Group 1 Type or Grade ASTM A36 to ASTM A36 SiZe' N/A Thickness: Groove 0.432" Fillet All Type' N/A Diameter (Pipe) 6.0" TECHNIQUE Stringer or Weave Bead : Both FILLER METALS Multi-pass or Single Pass AWS Specification A 5. 1 Multiple Number of Electrodes Sin le AWS Classification f E7024 Electrode Spacing Longitudinal N/A - SHIELDING Lateral N/A ) Flux N/A Gas N/A Angle N/A Composition N/A Contact Tube to Work Distance N/A Electrode-Flux (Class) Flow Rate N/A Peening N/A Gas Cup Size N/A Interpass Cleaning nna�h�nin �. „�,,.... __ , ,..� ��v8{� a.�cai i PREHEAT POSTWELD HEAT TREATMENT Preheat Temp . , Min 32° F Min , see note pa e 2 Temp. N/A Interpass Temp. , Min 32° F Max 345°F Time N/A WELDING PROCEDURE Filler Metals Current Weld La er s Process Class Dia. Po ae' & Amps � Travel Sketch of Joint Detail � � SMAW ( E7024 ' » � Volts S eed 2 i SMAW � E7024 � 5/32" i DCEN 160 � 25 � 12 As re 'd � SMAW i E7024 i 5/32" ' DCEN i 160 25 ' 12 ; i i i 25 I 12 � � � r.- ! __�_____i_. 1 , , i � I 1 t / - _.. � . . . . . ♦ PIONEEER STEEL 1NC . PROCEDURE QUALIFICATION RECORD (PQR) ____—___—_AVICS_D1-1.-St�uctur-ai-Weldin -C-ode= Steel---- --- -- --- -- : -.� ; _ _ __ __ _ _ _ _ _ . J PROCEDURE QUALIFICATION RECORD (PQR) Page 2 of 2 Test Results TENSILE TEST Specimen Width Thickness Area Uitimate Tensile__ _ _Uitimate Unit _ _Character of Failure- - _ . _ No._ _ _ _ ,. . _ _ __ _ __ __ - _ _ — _ _ Load, Ib Stress, si and Location T1 . _- -- - -- _ _ _ _ _ - T2 _ _ - _ _ - -- __: _. :-_- -- GUIDED BEND TEST Specimen Type of Bend Result Remarks No. : F1 Face F2 Face R1 Root R2 Root VISUAL INSPECTION Appearance Ultrasonic examination Undercut UT report See Pro'ect # Result Concavity -- Convexity � FILLET WELD TEST R�SULTS Minimum size multiple Maximum size single 1 N/a N/a J 1 . 1 . 2 . N/A 2. N/A **Note: All-Weld-Metal Tension Tes# ��cr� uase ir�eiai temperaiure is below 32° F, the base metal shall be preheated to a minimum of 70°F, Tensile strength , psi N/A and the minimum interpass temperature shall be Yield point/strength , psi N/A shall be maintained. Elongation in 2 In . , % N/A Laboratory test no. N/A Welder's name Clock na Stamp no. # Tests conducted by Welding and Joinin Mana ement Group, West Laboratory Test Number Tests & Weldmg 2004307 Witnessed by Jesse A. Grantham , AWSCWI #98041041 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 4 of ANSI/AWS D1 . 1 , (2004) Structural Welding Code -SteeL Signed : Paul Turlev Date: 8/13/04 ) ♦ _ . PIONEER _ -- - - - - --- - _WELDING=_PROCED_Uk�E=SPECIFICATION (WPS) -- : =ST�EL 1NC . - _- -- - - ,=-- � � ' " StructurallNefding Code-- Steel -- , . -- _ - - _ _ _ _ � ° _ - AWS;D 1 . 1 -2004 WPS # : PSI - 142 Revision : 0 Date: 8/13/04 BY WJMG Company Name Pioneer Steel, Inc. Authorized: Paul Turle Date 8/13/04 Weiding Process FCAW - _ -- Supporting PQR No. s Type - Manual � Semi-Automatic X _ _. ) : PSI-142PQR1 - := WJMG Project #"2004307 ` JOINT DESIGN USED PQSITION_ ;, Type: Single Bevel Groove and Fillet welds ` :: - Single X Double Weld X Position of Groove: All Fillet: All Backing: Yes X No X wim our without backing Vertical Progression: . Up X Down Back Weld: N/A _— — ` Roofi Opng 0.06" = 0. 19" Root Face 0. 06" - 0. 13" ELECTRICAL CHARACTERISTICS - Transfer Mode GMAW Short-Circuiting Groove Angle 40°- 60° Radius (J-U) NA Back Gouging: Yes No Method Globular _ Spray — — __ Current: AC DCEP DCEN X : Pulsed BASE METALS Other — -- N/A — Material Spec. Group1 to Growp 1 Tungsten Electrode (GTAW) Type or Grede ASl"M A36 to ASTM A36 or equivalent SiZe' N/A Thickness: Groove o. �2s^ & up Ftllet o. � 25° and up T�e' N/A � . Diarrieter (Pipe) — � ": and lar er � TECHNIQUE FILLER METALS Stringer or Weave Bead: Either or Both AWS Specification � � Multi-pass or Single Pass Multiple A5.20 Number of Electrodes 5 Sin le AVIhS Classification E71T 8 (NR-232 ) Etectrode S acin g - P 9 Longitudinal N/A ` SHIELDING GAS Lateral N/A � Flux N/A Angle N/A - Gas N/A Composition . N/A Contact Tube to Work Distance - Electrode-Flux (Class) Flow N�q . . 0.25"- 0. 60" Peening N/P, �as �uo n �.:�,._ ,., ` �/ . �� «� pa„ ��eanin9 Mechanicall clea � - _ _ _ _ _ PREHEAT POSTWELD HEAT TREATMENT � Preheat Temp. , Min 32° F Min, as applicable, see Note 1 Tem �G �° Interpass Temp. , Min- 3?� F_ Max P' None this WPS �.;��'�� N/A Time N/A • �j ; Note 1 : Minimum Preheat and fnterpass temperature for base materia( between 0. 750" to 1 .50" thickness is 15 . �. . : WELDING PROCEDURE Filler Metals Currenf Pass or Weld Process Class Type & Dia Amps Volts Travel Typical Joint Detail La er s Polarity Speed � j FCAW ? E71 T-8 � 0.068" � DCEN ; 266 -306 : 20-23 = 8 - � g Sgl Bevel Groove 2 i FCAW � E71 T-8 = 0. 068" DCEPI ; 266 -306 ; 20- 23 � 8 - 16 w/ or w/o bckg As re 'd � FCAW ;` E71 T-8 < � 0. 068" ' DCEN ; 266 —306 � 20- 23 ; 8 - 16 � ` ' j ; . , ' NR-232 ' ; Fillet e , lap, comer ; f i ! { 1 . . . . . . . . . . .. `� � � � . . � . � P . O . gox 126 � Glenwood Springs , CO 81502 pg 1 of 5 P(ZK Y5l- 11t�3� -� AW5 D1.3/D13M:2008 � 5TRUCTURAL WELDING CODE * 5HEET STEEL p WELDING PROCEDURE QUALIFICATION TEST RIECORD (PC�R) . - : Company Name PIONEER STEEL, INC � 38246 River Fro�ta�e Road, New Castle, C4 $1647 Procedure Qualification Test Record No . PSI - 1103A k ;, Date 06 / 15 / 2009 Qualifying Welding Procedure Specification No . PSI - 1Q03A Rev . N /A D �'� L3 /A Welding Process ( es ) SMAW Type Manual ( RUtoratie , � anuAl , ate . ) Mode of Transfer for GMAW : short circuiting� spray� globular� ID other� � N/A JOINTS ( Table 4 . 1 ) POSITIONS (TABLE 1 . 2 ) , ,; Type of Welded Joint � s ) Arc S�at Weld , Sheet Position of Arc Spot Welcl Flat Only ( single & Double� to su_pportina member Position of Fillet N /A Backing : Yes�X.� No ( ) supporting member Progression : up� down� both� N /A Backing Material Type A3 & x 1 / 2 in . thick � � 1 . 4 . 6 . 2 ) Groove Welded From : Shielding Gas N/A Flow Rate N /A one side N/A both sides N/A Percent Mixture N /A BASE METAL ( 1 . 2 ) FLtJX ( 1 . 4 . 5 . 2 ) N /A Material Specification Type & Grade : Filler Metal ( Table 1 . 1 ) . Sheet Steel A653. Gr 40 to A653. Gr 40 Specification A5 . 1 Classification E7018 � Lincoln EX Calibert Thickness 18 Gacte = 0 . 0498 " COATIAG (S ) : Support Steel Type Galvanized G60 Thickness 1 / 2 inch = 0 . 500 " Thickness . 60 Oz / Sq Ft Base Metal Preparation Mechanical cleaned bv �qSR = Meets Specification Requirements arindinQ smaoth free of imuerfections _ _ ENLARGED VIEW QN PAGE 2 VISUAL EXAMINATIOH RESULT5 ( 4 . 6 ) : Specimen 1 & � Sin�1e Sheet - Acceptable - MSR Flat Position Detaiied as Welded 1'W DOUDtg gg�q � Specimen 1 & 2 Double Sheet - Acceptable - MSR �,.� S�`� '�` ��-�' 4�`� ' � Diam of Arc Spot Nugget Si�le S . y5 / 8 " - MSR , � , etdedbr• C6� Diam Of ArC Spot Nugget Double S . ?3 / 4 " - MSR � �` �elded by Cb2 ;� � a c� o.oa� Test Conducted by Nlulville's Weldin� Inspection & Code Consultin� �, �1$ �g�� P@T Patrick T. Mulville C4�I, CWE 7°�' 18 Crage = 0.4478" X 0.05i6" - G60 PQR P5I-1103A ��, �18�� See D1.3:2008 Annex "E" Lab Test No . ( s ) 1404 a ��,o;�,g« �;,� �p � �a,,� �o�� Date of Test 06 / 15 / 2009 TECHNIQUE Spec.un . Electrode Welda.ng Current Travel Meltinq Wire No . Size Speed Rate Feed *Amperes *Volts IPM Speed SINGLE SHEET 1 1 / 8 " 156 28 . 5 NIA 13 . 5 NIA 2 1 / 8 " 156 28 . 5 N /A 13 . 5 N!A DOUBLE SHEET 1 & 2 1 / 8 " 190 32 . 5 N/A 14 . 5 N/A * Copy of Certificate of Calibration Volt/Amp meter used on file, traceable to the N.I. of S . & T. pg 5 of 5 Welder Name ( s ) Hunter Cunnin ham Identification No . ( s ) C62 Date of Qualification Test : 06 / 15l2009 The undersigned certifies that the statements in this record are ca�rrect and that the test welds were prepare, welded, and tested in accordance with the requirements of 4.6: of ANSI/AWS D1.3:2008, Structural Welding Code - Sheet SteeI. Authorized by: Gerald Fsurk, President Signature: Date Q6I08/2009 by: �lulvilte 's �elc�i�a� �tzs�ecti€�� 'o€l� �`ora�a€Iti�c� per: �cc�'�ek T' �fuCvall� �'��< �`� _ Date il6/1512009 �� PQTRICI( T. 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A C� Z7 .-. g.��z��z��^iw�i_i`:,ti:;t::::c:=<:�r !\' �ti.2:'s:i�<� �'•', !� "'n � �♦ G� ��w �t�':��;;:zt'.�tl:;.s;'s.�:�sa�'::.�_. � CS r �,:.;.,.,.>_r:;� 1� . Frl Vl C� �^'��'<7cr�ic{,c'. §f�?y:t�;F�i�' � �. . .• � 1� •,, !�' � �1 'e:: . �.'^�``:t"�^.�3� � � ..., �:_:::;�;,;�::;�<: <�: , ..:.: a, � R�.:.. � a� �' La7 � a�'i _ �� v ;; �`,' j;%'�;, y ��t ,� � d � f d"' � ` %" :�' � F d' pg 4 of 5 PQR PSI- 1103A -� � .� � .� Spec. Submittal y � � 's. w w w w ��$�ph � fA �i _ � � � # � � O E") oo D -n m C7 C� oo � 5��t �' _�,,,� �j � � � O � � �r � � � � D0 � W � y p = � � � •+ � r �► � C> N � � ,� O m O � � � � Z a _ a 'aa ? a a a _... .. _ . _. .. _ .... n f/1 � � . . .. � A . C � � eCf � Q � a d � � v � _ ' o �' � � r„ � � m t� � � m .' � � m �' . . x � o�i � • �' � �a 3 � � � W � CA r! � � � �� ° � � � °� « 01 — � � w � c . �, °� m o « �, m � � � � $ �' j � O m = m � C' � m r � �i. � � � � � °' � � 1T1 a a a �' � � � � c p � � N o = 3 � ° m �i � � 1'C " o � � . . � y D 3 �p Y � � � n 00 0 0 0 � O oo � a► J Ul fq t�l1 t'N � N V1 41 41 � � 0 0 0 0 � � � 0 � q Q fl. O. Q Q t2 Q Q G. '71 wm n� wm os w atm — o. a. a �$. a `� � c3m � a Q �. � � � � � � � N � � m on tn m w m w m w ui o N cD m m D m m N N � Nf3/) N N (�A O�q t�l1 (�A f�l1 � A 0 oo' 'o 'on 'o c'� oo � � � r. { -< D D D D -G -< -C -C -G S� � � 3 Manuf�Ctunar? . . � -�'i -�'i cni $ � � � *� n � °v,' �°'„ cmn � � � > w w � ' o � � f� Q� � Q c0 CO '' . CD NN � � � -� .A .A � a} (p � � ' � � - � � s -< -< DD DD '< � � . { � �, � � � � � D � Meeta All S Requiremertts? � � _ m zzzz Zzz z z zz �� $ � m � D D D D Varianoes fi+om Spec? i � S ? � � � z z z z z z z z z z z Approw�r i n f o r ma tl o n . o � . . � O � � a a Afeeded? '� _ C N g ' -� � D A D D -� "� -C -G -c In Th1E PaCkag@ � � m � � � ,,. N • Pg � a f � PQR P�I-1103A ��« e�o t�wooa �r�ve �0 �ax i7b8 CdumbiA. SC 28202 � 800 554-5421 � January 21 , 2009 � Jim F{ynn SchufF Steel Company Midwest Division - Denver Office 7100 East Belteview Avenue Suite 203 Greenwood Village, CO 80111 RE : Soldier Family Care Center (Fort Carson , CO) Dear Mr. Fiynn, CSi� purchases steei from various steet manufacturers. These manufacturers are a cornbination of integrated productior� and e�ectr�c a�c production . Our mate�al sources for the g-Dek and CFD3 have a minimum recycled scrap of 25°fo-35% up to a maximum of 100% . This recycled scrap content should quaiifjr this product for LEED points under sections MR4. 1 and MR4.2 . I can provide additiona! information regarding the raw materials #oc #his job once it has b�en manufactured. These products witl be manufactured at Metal Dek Group� (4524 N . 44th Avenue Sui#e 'I �, Phoenix, AZ 85031 ) which is approximately 835 miles from the project site. Best Regards, Candice Harris CSi Metal�-Dek Group Work # _ (803�251 -5003 Fax # � {803)-744-6024 Candice. Harris a�csisteet.com MemphES Plant Tettell Pl�nt 490J ��,ncerfx� �r:'�e °0 Box ?4, o �emoh:s. TN 38 ; ? 8 Terrell, TX 9L � 365-0226 9;2 �21-i2r5 pg 4 of 5 PQR PSI- 110�A � ; , ^�e�ar�wccom � f`lEtHE Q2k GfOUt) : CQf�iOrlbt 1�(NOt ` u�� RGSC+vo�d C:riv¢ a u�:i �€ � � � ?^ 3az 97�6 � i'i•�rr:�rd. SC 292;�2 ----.__. .------ -'---- ---- --._— �------ '' P.UG �5�-�421 i ---- -- ---- --- -- -- --- :;. �;_ ��-�_ , ; Apri121 , �QQ9 ; : Schuff St�el Company � Midwest Division — Denver Office � 7I00 East Bclleview Aven,ue Suite 203 : Grcenwood ViUag�, �Q 80111 + ; Referenc�: Soldier Family Cane C�nt�r � (CSi's job# �0803Q85) � Mr. Flynn, { The Metai Dek Group� a unit of �Si� hcrcby certi�ies tbiat the Me�al Roof ancVor Fl�r ; I�cks and Accessories are d�signed and rnanufactur�d 'un ac;cardance with the Standard ; D�ck Specificatians of the Steel Ueck �nsti� (SDIj. : The D�ck profiles i�sted iaeiow have been approv�d by �e IC� and have a correspanding � ICC �valuation Sarvices Repc�rt Number �SR- 1169. ` The decks and accessaries arc inspected priar to leavi�ng the plant and wiil saf�lY �PPp� ; the wufarm total loads as d�sign�d and in confurnuance with th� applicable Steel I�ck ; L�stitute L.o€�1 Table and/ar Cansolidated Systems, Inc. Prc�duct Gatalog for the partieulaz : type and span. The SDI has appraved thesse daad tables to provide laad-carrying ; infonnation when applicatians are in accord� with these sp�cificatians. Tlie se�tion praperties and laad tabl�s were d�termined using the E#merican Iran and � Ste�l Instihite's "Specifications for th� De.sign of Cald-Fortned Steel Structural { Members", 2001 Fditioa. _ ; ; be �r gher havin� a mitumum ield six�n of 4Q 000 i or bett�r. T'h� coatittg shall be in accordance with : Th� Tyge CFD3-De� ES Interlocking {20 �auge, 36" wide), galvanized ste�i flc�� de�k : shall be produccd from ste:el con�orn�i.ng ta or higher having a mitumum yieid strength of 44,000 psi ar better. Th� coating shall be '- ia accnr�iance with ASTM A924 Coating Class L�ee:r^eTd. 5::� :L.er.;p� :5. -i 4 . T�rrQe: "Y _ . ::x..�;cr.y . K.L pg 4 of 5 P(�� P51 - 1103� �ne:aidek.co� ' J"leta� �ek Group ' C�M � �.0 sse aoacwood ch+�+c a un�t o' Vi� � Box t756 �umbia: SC 2920^c 'i. f3C?nOJS:�4^ 1 ' • • • : ;. ��„�_E� , ; ; The deck supplied far this proj�t wi11 coaform to the setsmic test resut�s af the St�el ; De�k Is�tiiute �iaphragm Design �Iaaual. The la�eral re�lxai.�t a� t�e deck will dcv�lag � diapi�cagm shear values equal to thase irt the load #ables vf th� Diaphragm Design Manual : when installed accprding to the fast�eming pat#em shown. � Sincerely, ; Metal D�c �roup� a unit o€ �Si�' , � �� : Carl A Shipman, P.E. � ph: 803-25I ,5011 ; fx. 0O3"��34-64Q4 ; : rn,_m,b�.<. S�^ ' �Jtl(,`n:S. i�V Te..e±�. �c ' "�":�r.ix. t1� pg 5 of 5 PQR Y�l- liU�<4 PIKES PEAK TEST LABS Certificate Of Calibration Customer: MULVtLLES INSP. Control Number: C082455 3615 PENNYROYAL LANE TooliGage No: 83954990 COLORA00 SPRINGS, COLORADO 80906 Serial Number: 83954990 Name of Instrument: P.O Number: COD Modei: 337 Manufacturer Condition of Item as foundlleft ; ' �° ' � 'I !' Calibreted at PPTLI FACILITY Environmentai ConditiOrts Manufacturer Model Gage ID Due Qate FLUKE 5500AJ300 LP003 10123/2008 NIST Number: 673673�590�05:1193152007 Temp 76 ° F Humidity 28 °kRH • In the event the actual sizes are not listed below, this Certificate will certify that the gage described above has been inspected as to size and tolerance and found to be within limits specified by the manutacturer, MIL-5'i'll-12U, and/or individual specifications (when listed}. Catibrated fAW: CALI-009 A T6e materiat covered by this certification has been calibrated and compazed with Master Reference Standards, in compliance with ANSI/NCSL Z540- 1 -1494 and /or MIL-STD-45662, and �a' ___ � _ -_--_ - _ _ Calibrated to at least 4: ] unless stated otherwise. CALIBRATED TO MFG SPEClFICATION � T'his Cerificate may not be reproduced except in full without written approvai from Pikes Peak Test Labs, Inc Results contained herein relate only to the component id# stated at top. Certified By: ,C-Z7� ,!,/�e. Metrology TechnEcian Date: �`7— � t • � �� Pikes Peak �'est Labs, Inc. � '��s QC � 4750 Edison Avenue ` pATRfCK T. MULVILLE Colarado Springs, CO 80915 90� t o�7 � � � � (719) 596-0802 FAX (719) 596-0824 �, W � � � CALI Fam 2 Rev. Aprii 19 2007 Certiflcate of Calibration � .