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HomeMy WebLinkAbout28 BRAUN INTERTEC Letter of Transmittal 28 The Science You Build On Client: Stillwater Area Public Schools Project No: 81602671 Project Name: Stillwater High School Renovations and Additions Date: September 28,2016 Braun Intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Kristen Hoheisel Phone: 651-351-3840 Stillwater Area Public Schools Email: hoheiselk@stillwaterschools.org Independent School District#834 1875 Greeley St S Stillwater, MN 55082 Re: Stillwater BLVD N, Oak Park Heights, MN 'Documents Sent Comments Concrete Tests Sets 59,65-69,79-80 Density Tests 151-154 Structural Steel Report#9 'Copy List Dustin Phillips, Kraus-Anderson Construction Company Julie Hultman,City of Oak Park Heights Jeff Moore,Kraus-Anderson Construction Company Aaron Fields,BWBR Architects, Inc. Kristy Casper,Kraus-Anderson Construction Company Mark Flynn, Braun Intertec Corporation Jack Bronczyk,Kraus-Anderson Construction Company Steven Martin, Braun Intertec Corporation Randy LaFaive, Market&Johnson Michael Smunty, BWBR Architects, Inc. Jared Olson,BKBM Engineers • Contact Information: Sent By: Laurie Dudero Email: Idudero@braunintertec.com Phone: (651)487-7003 Rev:05/05/2014 Providing engineering and environmental solutions since 1957 BRAUN Compressive Strength of Concrete Report Date:9/21/2016 INTERTEC Test Method:ASTM C39 Sample:113426' The ScienceYea Bend Om 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 Independent School District#8341875 Greeley St S Stillwater High School Renovations and Additions Stillwater,MN 55082 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 59 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 14:40 CDT Specimens In Set: 5 Date Cast: 07/27/16 Cast: 14:50 CDT Truck/Ticket#: 861/03824321 Sampled From: Chute Truck Empty: Contractor: Market&Johnson Placement Method: Chute Placement Time: Location Placement Location: Building Interior-Pier Location Details: At grids D*-5.9*to D*-3.7*. Sample Location/Notes: At grids D*-5.9*. Batch Log Specifications Supplier: Cemstone Mix Design: 4666P Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 4.5-8.5(%) On-Site Admixtures: None Field Measurements Weather: Heavy rain Slump(in): 8-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 78 Concrete Temp(F): 80(ASTM C1064) Air Content: 5.3(ASTM C231) Load Volume: 2(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (lbs) (psi) Type Remark Method 59-1 7 08/03/16 1/6 4.02 12.69 28,350 2,230 5 1A N 59-2 28 08/24/16 1/27 4.01 12.63 40,770 3,230 6 1D N 59-3 28 08/24/16 1/27 4.01 12.63 39,430 3,120 2 1D N 59-4 28 08/24/16 1 /27 4.01 12.63 40,260 3,190 1 1D N 59-5 56 H 09/21/16 1 /55 4.00 12.57 41,090 3,270 5 1D N Test Age Average Strengths(psi):7 Day-2230,28 Day-3180,56 Day-3270 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1D:The test result fails to meet the specified compressive strength. xi \ r n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/21/2016 Page 1 of 1 , BRAUN Compressive Strength of Concrete Report Date:9/21/2016 p g Sample:117252 I NTE RTEC Test Method:ASTM C39 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 Independent School District#8341875 Greeley St S Stillwater High School Renovations and Additions Stillwater,MN 55082 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 65 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 13:50 CDT Specimens In Set: 5 Date Cast: 08/22/16 Cast: 14:00 CDT Truck/Ticket#: 902/3851394 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Chute Placement Time: Location Placement Location: Building Exterior-Stoop Location Details: Stoop walls at grids C.2 to C.4-1.1 to 1.2. Footings at grids A-7 and A-8. Sample Location/Notes: At grid A-8. Batch Log Specifications Supplier: Cemstone Mix Design: 4666P Strength: 4500(psi) Plant: 22 River Falls,WI Air: 4.5-7.5(%) On-Site Admixtures: 7.00 Oz AEA-Air Entraining Admixture(2.5 yd3) Field Measurements Weather: Clear Slump(in): 5-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 78 Concrete Temp(F): 81 (ASTM C1064) Air Content: 6.0(ASTM C231) Load Volume: 5(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (lbs) (psi) Type Remark Method 65-1 7 08/29/16 2/5 4.01 12.63 46,530 3,680 5 1A N 65-2 28 09/19/16 2/26 4.00 12.57 61,360 4,880 1 1B N 65-3 28 09/19/16 2/26 4.00 12.57 64,460 5,130 6 1B N 65-4 28 09/19/16 2/26 4.00 12.57 65,810 5,240 1 1B N 65-5 35 H 09/26/16 2/33 Test Age Average Strengths(psi):7 Day-3680,28 Day-5080 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1 B:The result meets or exceeds the specified compressive strength. X /y4 \ f TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/21/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:9/21/2016 INTERTEC Test Method:ASTM C39 Sample:117449' The seem You Baud on. 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 Independent School District#8341875 Greeley St S Stillwater High School Renovations and Additions Stillwater,MN 55082 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 66 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 16:10 CDT Specimens In Set: 5 Date Cast: 08/23/16 Cast: 16:20 CDT Truck/Ticket#: 470/3853459 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Chute Placement Time: Location Placement Location: Paving-Sidewalk Location Details: Sidewalk along grid E-13 to C.4-13. Sample Location/Notes: Sampled along grid D.6-13. Batch Log Specifications Supplier: Gemstone Mix Design: 3Y36 Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 4.5-7.5(%) On-Site Admixtures: None Field Measurements Weather: Cloudy Slump(in): 4-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 80 Concrete Temp(F): 83(ASTM C1064) Air Content: 6.1 (ASTM C231) Load Volume: 10(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (lbs) (psi) Type Remark Method 66-1 7 08/30/16 1/6 4.02 12.69 54,530 4,300 5 1A N 66-2 28 09/20/16 1/27 4.00 12.57 85,190 6,780 3 1B N 66-3 28 09/20/16 1/27 4.00 12.57 85,240 6,780 4 1B N 66-4 28 09/20/16 1/27 4.00 12.57 85,750 6,820 3 1B N I 66-5 35 H 09/27/16 1/34 Test Age Average Strengths(psi):7 Day-4300,28 Day-6790 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1 B:The result meets or exceeds the specified compressive strength. x \ r//i\ d\A \ rn TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 ____-2 .,, •/a 1/100 , Steve Martin 09/21/2016 Page 1 of 1 I , BRAUN Compressive Strength of Concrete Report Date:9/21/2016 INTERTEC Test Method :ASTM C39 Sample:117524 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 Independent School District#8341875 Greeley St S Stillwater High School Renovations and Additions Stillwater,MN 55082 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 67 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 07:10 CDT Specimens In Set: 5 Date Cast: 08/24/16 Cast: 07:20 CDT Truck/Ticket#: 861/3853785 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Chute Placement Time: Location Placement Location: Building Exterior-Footing Location Details: Footing for football entrance at grid CF11-0. Sample Location/Notes: At grid CF11-0. Batch Log Specifications Supplier: Cemstone Mix Design: 3067 Strength: 3000(psi) Plant: 3 Lakeland,MN Air: -Not Specified(%) On-Site Admixtures: None Field Measurements Weather: Cloudy Slump(in): 2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 65 Concrete Temp(F): 79(ASTM C1064) Air Content: 1.7(ASTM C231) Load Volume: 10.5(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(In) Area(in2) (lbs) (psi) Type Remark Method 67-1 7 08/31/16 1/6 4.02 12.69 46,850 3,690 4 1A N 67-2 28 09/21/16 1/27 4.00 12.57 62,700 4,990 4 1B N 67-3 28 09/21/16 1/27 4.00 12.57 62,330 4,960 4 1B N 67-4 28 09/21/16 1/27 4.00 12.57 65,650 5,220 4 1B N 67-5 35 H 09/28/16 1/34 _ Test Age Average Strengths(psi):7 Day-3690,28 Day-5060 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1 B:The result meets or exceeds the specified compressive strength. x \ r f TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/21/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:9/21/2016 INTERTEC Test Method:ASTM C39 Sample:117577 The Mmes YeelNW On. 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 Independent School District#8341875 Greeley St S Stillwater High School Renovations and Additions Stillwater,MN 55082 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 68 Technician: Arends,Cole Batched: 09:37 CDT 8/25/2016 Specimen Size: 4"X 8" Cast By: Arends,Cole Sampled: 10:16 CDT Specimens In Set: 5 Date Cast: 08/24/16 Cast: 10:22 CDT Truck/Ticket#: 751/03854275 Sampled From: Chute Truck Empty: 10:34 CDT 8/25/2016 Contractor: Market&Johnson Inc. Placement Method: Bucket Placement Time: 57(min) Location Placement Location: Building Exterior-Column Location Details: At grids A-7 and A-8. Sample Location/Notes: At grids A-7. Batch Log Specifications Supplier: Gemstone Mix Design: 4500 Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 4.5-7.5(%) On-Site Admixtures: None Field Measurements Weather: Cloudy Slump(in): 4-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 75 Concrete Temp(F): 78(ASTM C1064) Air Content: 7.5(ASTM C231) Load Volume: 2(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (lbs) (psi) Type Remark Method 68-1 7 08/31/16 1/6 4.02 12.69 61,400 4,840 4 1A N 68-2 28 09/21/16 1/27 4.00 12.57 79,350 6,310 3 1B N 68-3 28 09/21/16 1/27 4.00 12.57 79,680 6,340 3 1B N 68-4 28 09/21/16 1/27 4.00 12.57 80,860 6,430 3 1B N 68-5 35 H 09/28/16 1/34 Test Age Average Strengths(psi):7 Day-4840,28 Day-6360 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1 B:The result meets or exceeds the specified compressive strength. X2\ '11 \ n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/21/2016 Page 1of1 BRAUN Compressive Strength of Concrete Report Date:9/27/2016 I NTERTEC p g Sample:117948 Test Method:ASTM C39 xn.ecww.xanemwon 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 Independent School District#8341875 Greeley St S Stillwater High School Renovations and Additions Stillwater,MN 55082 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 69 Technician: Matheson,Kyle Batched: Specimen Size: 4"X 8" Cast By: Matheson,Kyle Sampled: 07:10 CDT Specimens In Set: 5 Date Cast: 08/26/16 Cast: 07:20 CDT Truck/Ticket#: 534/3857112 Sampled From: Chute Truck Empty: Contractor: Market&Johnson Placement Method: Chute Placement Time: Location Placement Location: Building Exterior-Footing Location Details: Football entrance,all pads W of CF11-0 pads Sample Location/Notes: Pad furthest W for Football entrance Batch Log Specifications Supplier: Cemstone Mix Design: 3067 Strength: 3000(psi) Plant: 3 Lakeland,MN Air: Not Required- (%) On-Site Admixtures: None Field Measurements Weather: Clear Slump(in): 2-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 60 Concrete Temp(F): 73(ASTM C1064) Air Content: 2.6(ASTM C231) Load Volume: 8.5(yds) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(int) (lbs) (psi) Type , Remark Method 69-1 7 09/02/16 3/4 4.01 12.63 45,960 3,640 4 1A N 69-2 28 09/23/16 3/25 4.00 12.57 67,090 5,340 3 1B N 69-3 28 09/23/16 3/25 4.00 12.57 67,930 5,400 5 1B N 69-4 28 09/23/16 3/25 4.00 12.57 64,730 5,150 5 1B N 69-5 35 H 09/30/16 3/32 Test Age Average Strengths(psi):7 Day-3640,28 Day-5300 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1 B:The result meets or exceeds the specified compressive strength. X ^ \ r n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/27/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:9/21/2016 INTERTEC Test Method:ASTM C39 Sample:120063 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 Independent School District#8341875 Greeley St S Stillwater High School Renovations and Additions Stillwater,MN 55082 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 79 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 07:10 CDT Specimens In Set: 5 Date Cast: 09/12/16 Cast: 07:20 CDT Truck/Ticket#: 784/3871437 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Precast Topping Location Details: At grids A.5*to D*-3*to 12*. Sample Location/Notes: Sampled at grid A.5*. Batch Log Specifications Supplier: Gemstone Mix Design: P4595M Strength: 3000(psi) Plant: 3 Lakeland,MN Air: -Not Specified(%) On-Site Admixtures: 4.00 LB Fiber Reinforcing(10 yd3) Field Measurements Weather: Clear Slump(in): 5-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 59 Concrete Temp(F): 80(ASTM C1064) Air Content: 2.1 (ASTM C231) Load Volume: 10(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (lbs) (psi) Type Remark Method 79-1 7 09/19/16 1/6 4.00 12.57 66,720 5,310 4 1A N 79-2 28 10/10/16 1/27 79-3 28 10/10/16 1/27 79-4 28 10/10/16 1/27 79-5 35 H 10/17/16 1/34 Test Age Average Strengths(psi):7 Day-5310 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps \ / TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 II i Steve Martin 09/21/2016 Page 1 of 1 BRAUN Com ressive Strength of Concrete Report Date:9/21/2016 INTERTEC Test Method:ASTM C39 Sample:120175 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 Independent School District#8341875 Greeley St S Stillwater High School Renovations and Additions Stillwater,MN 55082 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 80 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 13:20 CDT Specimens In Set: 5 Date Cast: 09/12/16 Cast: 13:30 CDT Truck/Ticket#: 784/3872279 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Chute Placement Time: Location Placement Location: Building Exterior-Footing Location Details: Eastern 2 pads for football entrance. Sample Location/Notes: Southern most pad of eastern 2 pads for football entrance. Batch Log Specifications Supplier: Gemstone Mix Design: 3067 Strength: 3000(psi) Plant: 3 Lakeland,MN Air: -Not Specified(%) On-Site Admixtures: None Field Measurements Weather: Partly Cloudy Slump(in): 2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 78 Concrete Temp(F): 82(ASTM C1064) Air Content: 2.4(ASTM C231) Load Volume: 5(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in2) (lbs) (psi) Type Remark Method 80-1 7 09/19/16 1/6 4.00 12.57 52,800 4,200 4 1A N 80-2 28 10/10/16 1/27 80-3 28 10/10/16 1/27 80-4 28 10/10/16 1/27 80-5 35 H 10/17/16 1/34 Test Age Average Strengths(psi):7 Day-4200 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps x \ r n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/21/2016 Page 1 of 1 . ,_ c o ' m k k k k .e , _ _ .0 .0 G) G e Ch \ < < < < { 2 2 2 2 ‘Il k O- w 1- # # # 0 o k V E E E E 0 0 0 0 . u. & & & & c _ £ k k/§ § m § z T T T A z / c � cocococo co _ > £ s d ooco oo I mI � \ ) \ \ .. § Wc0 - § wr t u q #0 a e §Q CM V) n x 2 2 2 ® o a a © 0.§ « « e - @ 2 @ @ © =2 7 « 2 E 2 e e R I- n- ame<n0 2 > 2_ 7 p�£2222 . . . c °� / % ) o a a a a co ) ) kk CO0 C c•s g R a § 2 CO CO o 2cic.•- q coq & 2222 S t £ ^�TTTT a £ [ £ £ as $ \ p , . . . � � � / / g 5 _ N 00 0_ k k Fk7� 772o@ ° R ° • A ® $ o „.= 2a) B0B . fac§ 2 -■ co = e yf c as E _ - - - - ,- Li z% / 22ƒ ikkgt § ) � E U eEme �0 § §k 0o kk E 00... •0.10,1CNCN EkI$- ,- r r t -- 1- •- % C ( o CO `V .r co o. 0) CI (1 C3 \ 1- )I2222 E co co ce, - 5� 0 0) o 0 �� @@ . • 0 .c o § § 13o t5 § « < « eco gg . 0 5 k � $ 0-15 73 I � - ' k & & b g o o o o a a a a I- e R R D) D) D too 0EEEE ,0000 a. CL a s a ƒaa t §c T c c 555 E = @3G3G $� Q) a F.o , - - =+ as .0 k tk o o 0 ZU6 §) a o \ ® ®- ,-� | CC ■ if It )m 2 e = 1.7. W | ;Mf , . I- _ _ _ _ illf 03 Z | \ � } § § 7 / 1- j ,a£ BRAUN6.32.4 Rev.1 Issue:6/23/15 INTERTEC Special Inspection Daily Report City of: Oak Park Heights Page 1 of 1 Report No.: Steel#9 Observation Date: 9/16/2016 Project Name: Stillwater High School&Pony Activity Center Project No.: B1602671 Project Address: Stillwater Blvd. N Braun Intertec PM: M.Flynn Client: ISD#834 Client Project No.: Weather: Rain Temperature: 65 •F Frequency Inspection Coverage (Notes) Periodic Steel construction Did the architect or engineer authorize changespp to approved plans? (If yes,list details below) g Description and location of work performed: 1)Performed observations of A325 TC Bolts in Beam to Column connections.Zone 2 2nd level grid C-C.4,0.9-3. No Discrepancies Noted. 2)Performed observations of fit-up on CJP moment connections.Zone 2 2nd level grid C,1.Fit-up was found to be acceptable to AWS D1.1 2015. No Discrepancies Noted. 3)Performed UT inspections of CJP welds at Moment connections.Zone 2 2nd level grid C,1.2 locations Top and Bottom flanges.Welds were found to be acceptable to AWS D1.1 2015 Table 6.2.No Discrepancies Noted. List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? Yes -If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: Jeff Moore jeff.moore@krausanderson.com 612-790-6711 Jack Bronczyk jack.bronczyk@krausanderson.com 612-812-3972 To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted above. Signed: �--�"" "'~~�~Baumann, Troy I.D.No.: 5067860 S1&S2 • Providing engineering and environmental solutions since 1957