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BRAUN INTERTEC Letter of Transmittal 29 The Science You Build On. Client: Stillwater Area Public Schools Project No: 81602671 Project: Stillwater High School Renovations and Additions Date: October 11, 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 61,70-78,81-86 Density Tests Tests 155-162 Fireproofing Reports 2-3 Structural Steel Report 10 Copy List Jared Olson,BKBM Engineers Dustin Phillips,Kraus-Anderson Construction Company Daniel Martin,Braun Intertec Corporation Jack Bronczyk,Kraus-Anderson Construction Company Josh Van Abel,Braun Intertec Corporation Jeff Moore,Kraus-Anderson Construction Company Steven Martin, Braun Intertec Corporation Kristy Casper,Kraus-Anderson Construction Company Aaron Fields,BWBR Architects, Inc. Randy LaFaive,Market&Johnson Michael Smunty,BWBR Architects, Inc. Julie Hultman,City of Oak Park Heights 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:9/30/2016 ' INTERTEC Test Method:ASTM C39 Sample:114816 TM Science YouBa dOn 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 I Stillwater,MN 55082 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 61 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 07:10 CDT Specimens In Set: 5 Date Cast: 08/05/16 Cast: 07:20 CDT Truck/Ticket#: 861/3833601 Sampled From: Chute Truck Empty: Contractor: Market&Johnson Placement Method: Chute Placement Time: Location 1 Placement Location: Paving-Sidewalk I Location Details: Sidewalk running along northern edge of grids RA to RB. I Sample Location/Notes: Halfway between grids RA and RB. Batch Log Specifications Supplier: Gemstone Mix Design: 3Y3268 Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 5.0-8.5(%) On-Site Admixtures: None Slump: 2-5(in) Field Measurements Weather: Sunny Slump(In): 5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 64 Concrete Temp(F): 71 (ASTM C1064) Air Content: 6.6(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(int) (lbs) (psi) Type Remark Method 61-1 7 08/12/16 3/4 4.00 12.57 43,630 3,470 4 1A N 61-2 28 09/02/16 3/25 4.01 12.63 65,470 5,180 1 1B N 61-3 28 09/02/16 3/25 4.01 12.63 51,250 4,060 1 1D N 61-4 28 09/02/16 3/25 4.01 12.63 55,700 4,410 5 1D N 61-5 56 H 09/30/16 3/53 4.00 12.57 64,330 5,120 4 1B N Test Age Average Strengths(psi):7 Day-3470,28 Day-4550,56 Day-5120 Break Remarks Capping Methods ! 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps I 1 B:The result meets or exceeds the specified compressive strength. 1 D:The test result fails to meet thespecified compressive strength. x \ r W\ \ rn TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1 _,---2 , 4 z Steve Martin 09/30/2016 Page 1 of 1 I BRAUN Compressive Strength of Concrete Report Date:9/29/2016 p g Sample:118532 INTERTEC Test Method:ASTM C39 ra,s�r.roasmaod 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#: 70 Technician: Singer,Zach Batched: Specimen Size: 4"X 8" Cast By: Singer,Zach Sampled: 13:40 CDT Specimens In Set: 5 Date Cast: 08/30/16 Cast: 13:55 CDT Truck/Ticket#: 861/03861562 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Bucket Placement Time: Location Placement Location: Building Exterior-Column Pad Location Details: At grids A-9,A-11,A-13,B-9,B-11,and B-13 Sample Location/Notes: At grids A-9 Batch Log Specifications Supplier: Gemstone Mix Design: 3067 Strength: 3000(psi) Plant: 3 Lakeland,MN Air: Not Required- (%) On-Site Admixtures: None Field Measurements Weather: Partly Sunny Slump(in): 2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 73 Concrete Temp(F): 81 (ASTM C1064) Air Content: 1.6(ASTM C231) Load Volume: 4(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 70-1 7 09/06/16 1/6 4.00 12.57 53,550 4,260 5 1A N 70-2 28 09/27/16 1/27 4.00 12.57 81,800 6,510 1 1B N 70-3 28 09/27/16 1/27 4.00 12.57 79,220 6,300 2 1B N 70-4 28 09/27/16 1/27 4.00 12.57 80,610 6,410 1 1B N 70-5 35 H 10/04/16 1/34 Test Age Average Strengths(psi):7 Day-4260,28 Day-6410 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 kA \I n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/29/2016 Page 1 of 1 1 BRAUN Compressive Strength of Concrete Report Sa Date: 9/119/8776 INTERTEC 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#: 71 Technician: Matheson,Kyle Batched: Specimen Size: 4"X 8" Cast By: Matheson,Kyle Sampled: 13:45 CDT Specimens In Set: 5 Date Cast: 08/31/16 Cast: 13:55 CDT 1 Truck/Ticket#: 562/3863199 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Bucket Placement Time: Location Placement Location: Building Exterior-Column Location Details: At grids A-9 to A-13,B-9 to B-13 Sample Location/Notes: at grids B-13 Batch Log Specifications Supplier: Gemstone Mix Design: 4666P Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 4.5-7.5(%) On-Site Admixtures: None Field Measurements Weather: Clear Slump(in): 4-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 76 Concrete Temp(F): 81 (ASTM C1064) Air Content: 7.2(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 71-1 7 09/07/16 1/6 4.00 12.57 57,060 4,540 4 1A N 71-2 28 09/28/16 1 /27 4.01 12.63 73,510 5,820 1 1B N 71-3 28 09/28/16 1/27 4.01 12.63 73,000 5,780 1 1B N 71-4 28 09/28/16 1/27 4.01 12.63 74,420 5,890 1 1B N 71-5 35 H 10/05/16 1/34 Test Age Average Strengths(psi):7 Day-4540,28 Day-5830 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 ti n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/29/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:9/29/2016 p g Sample.118777 I NTERTEC 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#: 72 Technician: Matheson,Kyle Batched: Specimen Size: 4"X 8" Cast By: Matheson,Kyle Sampled: 14:15 CDT Specimens In Set: 5 Date Cast: 08/31/16 Cast: 14:25 CDT Truck/Ticket#: 470/3863265 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Chute Placement Time: Location Placement Location: Building Exterior-Footing Location Details: At grids C-1 to C.4-1 Sample Location/Notes: at grids C.4-1 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): 3(ASTM C143) Plastic Unit Weight: Air Temperature(F): 76 Concrete Temp(F): 81 (ASTM C1064) Air Content: 2.4(ASTM C231) Load Volume: 9.5(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 72-1 7 09/07/16 1/6 4.00 12.57 58,660 4,670 4 1A N 72-2 28 09/28/16 1/27 4.01 12.63 76,940 6,090 1 1B N 72-3 28 09/28/16 1/27 4.01 12.63 81,450 6,450 1 1B N 72-4 28 09/28/16 1/27 4.01 12.63 80,530 6,380 1 1B N 72-5 35 H 10/05/16 1/34 Test Age Average Strengths(psi):7 Day-4670,28 Day-6310 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/L k4 , 11 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/29/2016 Page 1 of 1 i BRAUN Compressive Strength of Concrete Report Sample:INTERTEC Test Method:ASTM C39 TO. 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#: 73 Technician: Singer,Zach Batched: I Specimen Size: 4"X 8" Cast By: Singer,Zach Sampled: 07:05 CDT Specimens In Set: 5 Date Cast: 09/01/16 Cast: 07:20 CDT Truck/Ticket#: 861/03863797 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Chute Placement Time: Location Placement Location: Building Interior-Precast Topping Location Details: Zone 3 2nd level topping. Sample Location/Notes: South end of the slab Batch Log Specifications Supplier: Gemstone Mix Design: P4595M Strength: 3000(psi) Plant: 3 Lakeland,MN Air: Not Required- (%) On-Site Admixtures: None Field Measurements Weather: Partly Cloudy Slump(in): 6-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 59 Concrete Temp(F): 75(ASTM C1064) Air Content: 2.1 (ASTM C231) Load Volume: 8(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(int) (lbs) (psi) Type Remark Method 73-1 7 09/08/16 1/6 4.00 12.57 73,910 5,880 4 1A N 73-2 28 09/29/16 1/27 4.00 12.57 95,800 7,620 4 1B N 73-3 28 09/29/16 1/27 4.00 12.57 93,720 7,460 3 1B N 73-4 28 09/29/16 1/27 4.00 12.57 90,300 7,180 4 1B N 73-5 35 H 10/06/16 1/34 Test Age Average Strengths(psi):7 Day-5880,28 Day-7420 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1 1 B:The result meets or exceeds the specified compressive strength. X ,As W\ \ r n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 _,---2., /7014 . Steve Martin 09/29/2016 Page 1of1 I BRAUN Compressive Strength of Concrete Report Date:9/29/2016 p g Sample.119019 I NTE RTEC Test Method:ASTM C39 TYCO. 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#: 74 Technician: Matheson,Kyle Batched: Specimen Size: 4"X 8" Cast By: Matheson,Kyle Sampled: 13:40 CDT Specimens In Set: 5 Date Cast: 09/01/16 Cast: 13:50 CDT Truck!Ticket#: 861/3864876 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Bucket Placement Time: Location Placement Location: Building Exterior-Column Location Details: At grids C-1 to C.4-1 Sample Location/Notes: At grids C.4-1 Batch Log Specifications Supplier: Cemstone Mix Design: 4666P Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 4.5-7.5(%) On-Site Admixtures: None Field Measurements Weather: Clear Slump(in): 5-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 76 Concrete Temp(F): 79(ASTM C1064) Air Content: 7.4(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(int) (lbs) (psi) Type Remark Method 74-1 7 09/08/16 1/6 4.00 12.57 53,950 4,290 4 1A N 74-2 28 09/29/16 1/27 4.00 12.57 68,730 5,470 6 1B N 74-3 28 09/29/16 1/27 4.00 12.57 71,840 5,720 4 1B N 74-4 28 09/29/16 1/27 4.00 12.57 70,880 5,640 1 1B N 74-5 35 H 10/06/16 1/34 11 Test Age Average Strengths(psi):7 Day-4290,28 Day-5610 I 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\A n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/29/2016 Page 1 of 1 BRAUN AUN Compressive Strength of Concrete Report Date:9/30/2016 ` INTERTEC Test Method:ASTM C39 Sample:119246 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#: 75 Technician: Moen,Steven Batched: Specimen Size: 4"X 8" Cast By: Moen,Steven Sampled: 07:00 CDT Specimens In Set: 5 Date Cast: 09/02/16 Cast: 07:10 CDT Truck/Ticket#: 861/3865552 Sampled From: Chute Truck Empty: Contractor: Market&Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Precast Topping Location Details: Zone 12 at grids,FF to JJ-26 to 30,A*to A*.5-3*to 12*. Sample Location/Notes: Grids JJ-26. Batch Log Specifications Supplier: Gemstone Mix Design: P4595 Strength: 3000(psi) Plant: 3 Lakeland,MN Air: -Not Required(%) On-Site Admixtures: None Field Measurements Weather: Cloudy Slump(in): 8-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 55 Concrete Temp(F): 72(ASTM C1064) Air Content: 1.8(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 75-1 7 09/09/16 4/3 4.00 12.57 57,370 4,560 4 1A N 75-2 28 09/30/16 4/24 4.00 12.57 78,980 6,280 1 1B N 75-3 28 09/30/16 4/24 4.00 12.57 79,010 6,290 4 1B N 75-4 28 09/30/16 4/24 4.00 12.57 78,250 6,230 4 1B N 75-5 35 H 10/07/16 4/31 Test Age Average Strengths(psi):7 Day-4560,28 Day-6270 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 An i TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 i I j i Steve Martin 09/30/2016 Page 1 of 1 BRAUN ress Com ive Stren th of Concrete Report Date:9/30/2016 I NTE RTEC Test p g Sample:119285 Method:ASTM C39 rh.Sd, Ye.emwo.. 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#: 76 Technician: Matheson,Kyle Batched: Specimen Size: 4"X 8" Cast By: Matheson,Kyle Sampled: 13:55 CDT Specimens In Set: 5 Date Cast: 09/02/16 Cast: 14:05 CDT Truck/Ticket#: 861/3866628 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Bucket Placement Time: Location Placement Location: Building Exterior-Column Location Details: At grids B-9 Sample Location/Notes: at grids B-9 Batch Log Specifications Supplier: Cemstone Mix Design: 4666P Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 4.5-7.5(%) On-Site Admixtures: 4.00 Oz AEA-Air Entraining Admixture(0.5 yd3) Field Measurements Weather: Clear Slump(In): 5-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 73 Concrete Temp(F): 78(ASTM C1064) Air Content: 5.7(ASTM C231) Load Volume: 1.0(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(int) (lbs) (psi) Type Remark Method 76-1 7 09/09/16 4/3 4.00 12.57 63,550 5,060 4 1A N 76-2 28 09/30/16 4/24 4.00 12.57 88,820 7,070 4 1B N 76-3 28 09/30/16 4/24 4.00 12.57 85,640 6,810 1 1B N 76-4 28 09/30/16 4/24 4.00 12.57 87,350 6,950 4 1B N 76-5 35 H 10/07/16 4/31 Test Age Average Strengths(psi):7 Day-5060,28 Day-6940 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 09/30/2016 Page 1 of 1 , BRAUN Compressive Strength of Concrete Report Sample: INTERTEC 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 i I I Sample Details Set#: 77 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 13:10 CDT Specimens In Set: 5 Date Cast: 09/08/16 Cast: 13:20 CDT Truck/Ticket#: 652/3869287 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Bucket Placement Time: Location Placement Location: Building Exterior-Column Location Details: At grid A-1. Sample Location/Notes: At grid A-1. Batch Log Specifications Supplier: Cemstone Mix Design: 4666P Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 4.5-7.5(%) On-Site Admixtures: 6.00 Oz AEA-Air Entraining Admixture(1.5 yd3) Field Measurements Weather: Clear Slump(in): 7-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 71 Concrete Temp(F): 79(ASTM C1064) Air Content: 4.7(ASTM C231) Load Volume: 1.5(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(int) (lbs) (psi) Type Remark Method 77-1 7 09/15/16 1/6 4.00 12.57 53,860 4,290 4 1A N 77-2 28 10/06/16 1/27 4.01 12.63 63,250 5,010 1 1B N 77-3 28 10/06/16 1/27 4.01 12.63 70,330 5,570 5 1B N 77-4 28 10/06/16 1/27 4.01 12.63 66,210 5,240 1 1B N 77-5 35 H 10/13/16 1/34 Test Age Average Strengths(psi):7 Day-4290,28 Day-5270 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 I Steve Martin 10/07/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date: 10/7/2016 INTERTEC Test Method:ASTM C39 g Sample:119713 TYCO. 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#: 78 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 14:50 CDT Specimens In Set: 5 Date Cast: 09/08/16 Cast: 15:00 CDT Truck/Ticket#: 652/3869611 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Chute Placement Time: Location Placement Location: Paving-Sidewalk Location Details: Exterior sidewalk approach to athletic fields. Sample Location/Notes: Beginning of exterior sidewalk approach to athletic fields. Batch Log Specifications Supplier: Cemstone Mix Design: 5036F Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 4.5-7.5(%) On-Site Admixtures: 6.00 Oz AEA-Air Entraining Admixture(5 yd3),1.50 LB Fiber Reinforcing(5 yd3) Field Measurements Weather: Clear Slump(in): 3-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 72 Concrete Temp(F): 81 (ASTM C1064) Air Content: 4.9(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(int) (lbs) (psi) Type Remark Method 78-1 7 09/15/16 1/6 4.00 12.57 70,710 5,630 4 1A N 78-2 28 10/06/16 1 /27 4.01 12.63 93,550 7,410 1 1B N 78-3 28 10/06/16 1/27 4.01 12.63 91,100 7,210 1 1B N 78-4 28 10/06/16 . 1 /27 4.01 12.63 89,090 7,050 1 1B N 78-5 35 H 10/13/16 1 /34 Test Age Average Strengths(psi):7 Day-5630,28 Day-7230 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 )1i \ 7 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 10/07/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:9/29/2016 INTERTEC Test Method:ASTM C39 Sample:121519 The Science Yea Build 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#: 81 Technician: Singer,Zach Batched: Specimen Size: 4"X 8" Cast By: Singer,Zach Sampled: 07:10 CDT Specimens In Set: 5 Date Cast: 09/21/16 Cast: 07:25 CDT Truck/Ticket#: 784/3882837 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Buggy Placement Time: Location Placement Location: Building Interior-Slab on Grade Location Details: Zone 10 slab on grade Sample Location/Notes: SW corner of zone 10 Batch Log Specifications Supplier: Cemstone Mix Design: SHS5065 Strength: 4000(psi) Plant: 3 Lakeland,MN Air: Not Required- (%) On-Site Admixtures: 0.50 Gal HRWRA-High Range Water Reducing Admixture(10.5 yd3) Field Measurements Weather: Partly cloudy Slump(in): 5-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 61 Concrete Temp(F): 74(ASTM C1064) Air Content: 3.3(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 81-1 7 09/28/16 1/6 4.01 12.63 67,840 5,370 4 1A N 81-2 28 10/19/16 1/27 81-3 28 10/19/16 1/27 81-4 28 10/19/16 1/27 81-5 35 H 10/26/16 1/34 Test Age Average Strengths(psi):7 Day-5370 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps X � ' I / r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/29/2016 Page 1of1 BRAUN Compressive Strength of Concrete Report Date:9/29/2016 INTERTEC Test Method:ASTM C39 g Sample:121538 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#: 82 Technician: Singer,Zach Batched: Specimen Size: 4"X 8" Cast By: Singer,Zach Sampled: 09:15 CDT Specimens In Set: 5 Date Cast: 09/21/16 Cast: 09:30 CDT Truck/Ticket#: 874/3883050 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Buggy Placement Time: Location Placement Location: Building Interior-Slab on Grade Location Details: Zone 10 slab on grade Sample Location/Notes: Midsection of sog Batch Log Specifications Supplier: Gemstone Mix Design: SHS5065 Strength: 4000(psi) Plant: 3 Lakeland,MN Air: Not Required- (%) On-Site Admixtures: 0.50 Gal MRWRA-Mid Range Water Reducing Admixture(10.5 yd3) Field Measurements Weather: Cloudy Slump(in): 8-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 63 Concrete Temp(F): 75(ASTM C1064) Air Content: 3.1 (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 82-1 7 09/28/16 1/6 4.01 12.63 69,610 5,510 4 1A N 82-2 28 10/19/16 1/27 82-3 28 10/19/16 1/27 82-4 28 10/19/16 1/27 82-5 35 H 10/26/16 1/34 Test Age Average Strengths(psi):7 Day-5510 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps X / lk r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/29/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:9/29/2016 INTERTEC Test Method:ASTM C39 g Sample:121570 The Science You Band 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#: 83 Technician: Singer,Zach Batched: Specimen Size: 4"X 8" Cast By: Singer,Zach Sampled: 11:00 CDT Specimens In Set: 5 Date Cast: 09/21/16 Cast: 11:15 CDT Truck/Ticket#: 744/3883310 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Buggy Placement Time: Location Placement Location: Building Interior-Slab on Grade Location Details: Zone 10 slab on grade Sample Location/Notes: 2/3 of the way across zone 10 sog Batch Log Specifications Supplier: Gemstone Mix Design: SHS5065 Strength: 4000(psi) Plant: 3 Lakeland,MN Air: Not Required- (%) On-Site Admixtures: None Field Measurements Weather: Cloudy Slump(in): 4-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 63 Concrete Temp(F): 73(ASTM C1064) Air Content: 4.0(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 83-1 7 09/28/16 1/6 4.01 12.63 64,460 5,100 4 1A N 83-2 28 10/19/16 1/27 83-3 28 10/19/16 1/27 83-4 28 10/19/16 1/27 83-5 35 H 10/26/16 1/34 Test Age Average Strengths(psi):7 Day-5100 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps xA ' \ r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 09/29/2016 Paget of1 BRAUN Report Date:10/7/2016 Compressive Strength of Concrete INTERTEC Test Method:ASTM C39 Sample:122337 The Sdenee You Build 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#: 84 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 08:10 CDT Specimens In Set: 5 Date Cast: 09/27/16 Cast: 08:20 CDT Truck/Ticket#: 837/3888320 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Bucket Placement Time: Location Placement Location: Building Exterior-Footing Location Details: 4 footings at grids JJ-27,JJ-28,JJ-29,and JJ-30. Sample Location/Notes: Sampled at footing at grid JJ-30. Batch Log Specifications Supplier: Gemstone Mix Design: 3067 Strength: 3000(psi) Plant: 23 Air: -Not Required(%) On-Site Admixtures: None Field Measurements Weather: Clear Slump(in): 3(ASTM C143) Plastic Unit Weight: Air Temperature(F): 48 Concrete Temp(F): 68(ASTM C1064) Air Content: 1.7(ASTM C231) - Load Volume: 3(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field I 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 84-1 7 10/04/16 1/6 4.01 12.63 47,110 3,730 4 1A N 84-2 28 10/25/16 1/27 84-3 28 10/25/16 1/27 84-4 28 10/25/16 1/27 84-5 35 H 11/01/16 1/34 Test Age Average Strengths(psi):7 Day-3730 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps )\ r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 10/07/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date: 10/7/2016 INTERTEC Test Method:ASTM C39 Sample:122424 TMWen oe ToaBalld 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#: 85 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 13:10 CDT Specimens In Set: 5 Date Cast: 09/27/16 Cast: 13:20 CDT Truck!Ticket#: 861/3889156 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Bucket Placement Time: Location Placement Location: Building Exterior-Column Location Details: 4 columns at grids JJ-27,JJ-28,JJ-29,and JJ-30.Column at grid JJ-27 not poured all the way and is to be finished on 9/28. Sample Location!Notes: Sampled from column at grid JJ-30. Batch Log Specifications Supplier: Gemstone Mix Design: 4666P Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 4.5-7.5(%) On-Site Admixtures: None Field Measurements Weather: Cloudy Slump(in): 7-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 52 Concrete Temp(F): 68(ASTM C1064) Air Content: 7.4(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(int) (lbs) (psi) Type Remark Method 85-1 7 10/04/16 1/6 4.01 12.63 36,790 2,910 5 1A N 85-2 28 10/25/16 1/27 85-3 28 10/25/16 1/27 85-4 28 10/25/16 1/27 85-5 35 H 11/01/16 1/34 Test Age Average Strengths(psi):7 Day-2910 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps X \ c)41 \ r / TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 10/07/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date: 10/7/2016 INTERTEC Test Method:ASTM C39 Sample:122611 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#: 86 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 13:10 CDT Specimens In Set: 5 Date Cast: 09/28/16 Cast: 13:20 CDT Truck/Ticket#: 566/3890750 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Bucket Placement Time: Location Placement Location: Building Exterior-Column Location Details: Upper 6'of column at grid JJ-27. Sample Location/Notes: Sampled from column at grid JJ-27. Batch Log Specifications Supplier: Gemstone Mix Design: 4666P Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 4.5-7.5(%) On-Site Admixtures: 2.00 Oz AEA-Air Entraining Admixture(0.5 yd3) Field Measurements Weather: Cloudy Slump(In): 6-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 54 Concrete Temp(F): 65(ASTM C1064) Air Content: 7.5(ASTM C231) Load Volume: 1.0(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 86-1 7 10/05/16 1/6 4.00 12.57 54,280 4,320 4 1A N 86-2 28 10/26/16 1 /27 86-3 28 10/26/16 1/27 86-4 28 10/26/16 1/27 86-5 35 H 11/02/16 1/34 Test Age Average Strengths(psi):7 Day-4320 Break Remarks Capping Methods 1A:The test result is for informational purposes. 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V a) co C) C) C) 0 Zo J F- F- F- F F" y w $ �7)c% 2Oz^ z. z• z Z., o cc IDDD = D ;12 _m EiglY 1§ W ! -;m N -- � � � m (o co m (oI- 10 - 10ZAwa - I- a BRAUN 6.32.4 Rev.1 Issue:6/23/15 INTERTEC Special Inspection Daily Report City of: Oak Park Heights Page 1 of 1 Report No.: Fireproofing#2 Observation Date: 9/28/2016 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: Sunny Temperature: 65 'F Frequency Inspection Coverage (Notes) Periodic Sprayed fire-resistant materials Did the architect or engineer authorize changes to approved plans? (If yes,list details below) Description and location of work performed: 1)Performed visual and Thickness observations of Cafco 300AC spray applied fireproofing on Beams,Columns,and Angles. Zone 10 2nd level grids EE-KK,10-16 and H'-L',1-9.All thickness meet or exceed the thickness requirments supplied by Custom Drywall. No Discrepancies Noted. Thickness requirments Beams 1" Columns 1" Angles 1" 3 Density Sample taken List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -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.: 506786051&52 • Providing engineering and environmental solutions since 1957 • BRAUN632.4 Rev.1 Issue:023/15 INTERTEC Special Inspection Daily Report City of: Oak Park Heights Page 1 of 1 Report No.: Fireproofing#3 Observation Date: 10/5/2016 Project Name: Stillwater High School&Pony Activity Center Project No.: B1602671 Project Address: Stillwater Blvd.N Braun Intertec PM: D.Martin Client: ISD#834 client Project No.: Weather: Sunny Temperature: 65 °F Frequency Inspection Coverage (Notes) Periodic Sprayed fire-resistant materials Did the architect or engineer authorize changes to approved plans? (If yes,list details below) Description and location of work performed: 1)Performed visual and Thickness observations of Cafco 300AC spray applied fireproofing on Beams,Columns,and Angles. Zone 12 Roof level grids EE-KK,25-30 and A*-D*,3*-12*.All thickness meet or exceed the thickness requirments supplied by Custom Drywall. No Discrepancies Noted. Thickness requirments Beams 1" Columns 1" Angles 1" 3 Density Sample taken List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -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: No.: 5067860 S1&52.D. 14.�.�._...--------F�auma n n, Troy_ I __ • Providing engineering and environmental solutions since 1957 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#10 Observation Date: 10/5/2016 Project Name: Stillwater High School&Pony Activity Center Project No.: 81602671 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 changes to approved plans? (If yes,list details below) Description and location of work performed: 1)Performed observations of A325 TC Bolts in Beam to Column connections.Zone 1&2 Roof level grid A-C.1,2-7.No Discrepancies Noted. 2)Performed visual observations of fillet welds on Bar-Joist to Beams.Zone 1&2 Roof level grid A-C.1,2-7. No Discrepancies Noted. 3)Performed visual observations of Deck Puddle welds and Side lap fasteners.Roof framing Zone 1&3 grid C.3-E,5.8-13 and Zone 2 grid C.1-C.4,1.2-4.No Discrepancies Noted. 4)Performed visual observations of fillet welds on Pre-Cast to Foundations connections at grid 16,GG-HH. Per approved Wells detail.Closing Discrepancies from report#2.No Discrepancies Noted. 5)Performed visual observations of fillet welds on Pre-Cast planks to Beams and seat angles.Zone 10 2nd and Roof levels. Grid G'-L',1'-9'and EE-KK,10-16 and Zone 12 grid A*-D*,2*-11*and EE-HH,26-30.Connections noted in report#5 and#6 are now welded.Closing Discrepancies.No Discrepancies Noted. 6)Performed visual observations of A325 TC Bolts and fillet welds on Wind Bracing and Bar-Joist.Zone 3.Ground to 2nd level and 2nd level to Roof grid E-F,5.7-11.Connections now welded.Closing Discrepancies from report#5. 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? No -If yes,see attached Summary Sheet. •Report Discussed with and Given to Contractor? Yes Report Emalied 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&52 • Providing engineering and environmental solutions since 1957 Issue Date: 2013101/01 Rev No.: 0 BRAUN INTERTEC Summary of Discrepancies Needing Correction or Review by the Design Engineer or Architect Project Name: Stillwater High School Project Address: Stillwater Blvd.N The following items must be reviewed by the engineer and/or corrected and/or inspected before work can continue in the area. Report No. Report Description Resolution to 0/C Status Date Discrepancy *2)Performed visual observations of fillet welds on Pre-Cast to Pre-Cast and Pre-Cast to Foundation.Wells Concrete Wells approved Closed 2 7-18-16 connections.Area 10 Grid EE-HH, 10-16 and G'-L', 1'-9". It fix 10-5-16 was noted that Pre-Cast to Foundations connections at grid 16, GG-HH.Are not complete because embeds were missing. *1)Performed visual observations of fillet welds on Pm-Cast 5 8-12-16 planks to Beams and seat angles.Zone 10 2nd and Roof levels. welded Closed Grid G'-L', l'-9'and EE-KK, 10-16.It was noted that welds 10-5-16 were missing on connections. *2)Performed visual observations of fillet welds on Wind 5 8-12-16 Bracing.Zone 3.Ground to 2nd level and 2nd level to Roof grid Welded Closed E-F,5.7-11.It was noted that ground to 2nd level was not 10-5-16 welded. *3)Performed visual observations of fillet welds on Bar-Joist to 5 8-12-16 Beams and Seat Angle.Zone 3 Roof level grid E-F,5.7-11.It Welded Closed was noted that 5 Bar-Joist were not welded. 10-5-16 *4)Performed observations of A325 TC Bolts on Zone 3 2nd Closed 5 8-12-16 level and Roof framing.Grid E-F,5.7-11.It was noted that on Snapped 10-5-16 Roof level bolts were missing and not snapped. *4)Performed visual observations of fillet welds on Pre-Cast to Pre-Cast and Pre-Cast to Foundation.Wells Concrete Closed 6 8-16-16 connections. Zone 12 grid A*-D*,2*-11*and EE-HH,26-30. Welded 10-5-16 It was noted that several connections were missing welds at this time.