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Home My WebLink About13 BRAUN INTERTEC Letter of Transmittal 13 The Science You Build On. Client: Stillwater Area Public Schools Project No: 81602671 Project Name: Stillwater High School Renovations and Additions Date: July 25, 2016 Braun Intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Kristen Hoheisel Phone: 651-351-3840 Stillwater Area Public Schools Email: 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 22-30,43-49 Density Tests Tests 132-140 Special Inspections Reports 35-42 Copy List Dustin Phillips, Kraus-Anderson Construction Company Michael Smunty, BWBR Architects, Inc. Jeff Moore,Kraus-Anderson Construction Company Jared Olson,BKBM Engineers Kristy Casper,Kraus-Anderson Construction Company Julie Hultman,City of Oak Park Heights Jack Bronczyk,Kraus-Anderson Construction Company Randy LaFaive, Market&Johnson 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 J BRAUN of Concrete th 9 Compressive Strength Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:107104 n.�r.esrra 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN I Sample Details Set#: 22 Technician: Matheson,Kyle Batched: Specimen Size: 4"X 8" Cast By: Matheson,Kyle Sampled: 07:55 CDT Specimens In Set: 5 Date Cast: 06/17/16 Cast: 08:05 CDT Truck/Ticket#: 861/3782739 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Footing Location Details: sunken pit at grids D.2 to D.6-1.2 to 2.3 Sample Location/Notes: same Batch Log Specifications Supplier: Gemstone Mix Design: 5065PF Strength: 3000(psi) Plant: 3 Lakeland,MN Air: Not Required- (%) On-Site Admixtures: None Field Measurements Weather: Clear Slump(in): 6-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 70 Concrete Temp(F): 77(ASTM C1064) Air Content: 3.8(%)(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 22-1 7 06/24/16 3/4 4.01 12.63 63,920 5,060 4 1A N 22-2 28 07/15/16 3/25 4.00 12.57 78,210 6,220 3 1B N 22-3 28 07/15/16 3/25 4.00 12.57 81,950 6,520 5 1B N 22-4 28 07/15/16 3/25 4.00 12.57 82,750 6,580 5 1B N 22-5 35 H 07/22/16 3/32 _ Test Age Average Strengths(psi):7 Day-5060,28 Day-6440 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 "(" He--""el-C-----;:---f------ Mark Flynn 07/22/2016 Page 1 of 1 0 BRAUN Compressive Strength of Concrete Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:107177 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN • Sample Details Set#: 23 Technician: Matheson,Kyle Batched: Specimen Size: 4"X 8" Cast By: Matheson,Kyle Sampled: 16:00 CDT Specimens In Set: 5 Date Cast: 06/17/16 Cast: 16:05 CDT Truck/Ticket#: 768/3783965 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Foundation Wall Location Details: At grids A.1-7 to A.5-8.5,piers JJ-10 to JJ-15 Sample Location/Notes: A.1-7 Batch Log Specifications Supplier: Cemstone Mix Design: 4666P Strength: 4500(psi) On-Site Admixtures: None Air: 4.5-7.5(%) Field Measurements Weather: Clear Slump(in): 5-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 85 Concrete Temp(F): 84(ASTM C1064) Air Content: 7.2(%)(ASTM C231) Load Volume: 6(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(in2) (lbs) (psi) Type Remark Method 1 23-1 7 06/24/16 3/4 4.01 12.63 46,830 3,710 5 1A N 23-2 28 07/15/16 3/25 4.00 12.57 64,670 5,150 5 1B N 23-3 28 07/15/16 3/25 4.00 12.57 62,440 4,970 5 1B N 23-4 28 07/15/16 3/25 4.00 12.57 61,630 4,900 5 1B N 23-5 35 H 07/22/16 3/32 Test Age Average Strengths(psi):7 Day-3710,28 Day-5010 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 ' \ 7 \A \ / n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 /*" 7,‘----'"e"-C---1=----f------ Mark Flynn 07/22/2016 Page 1 of 1 BRAUN Com ressive Strength of Concrete Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:107179 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools 131602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 24 Technician: Mount,Trevor Batched: Specimen Size: 4"X 8" Cast By: Mount,Trevor Sampled: 16:25 CDT Specimens In Set: 5 Date Cast: 06/17/16 Cast: 16:30 CDT Truck/Ticket#: 663/3784028 Sampled From: Chute Truck Empty: Contractor: Market&Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Footing Location Details: Footing at grids C.1-8.5 to E-12. Sample Location/Notes: C.1-8.5 Batch Log Specifications Supplier: Gemstone Mix Design: 3067 Strength: 3000(psi) On-Site Admixtures: None Air: -Not Required(%) Field Measurements Weather: Clear Slump(In): 5-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 78 Concrete Temp(F): 79(ASTM C1064) Air Content: 5.4(%)(ASTM C231) Load Volume: 9(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 24-1 7 06/24/16 3/4 4.01 12.63 42,680 3,380 4 1A N 24-2 28 07/15/16 3/25 4.00 12.57 60,110 4,780 3 1B N 24-3 28 07/15/16 3/25 4.00 12.57 61,000 4,850 3 1B N 24-4 28 07/15/16 3/25 4.00 12.57 58,920 4,690 3 1B N 24-5 35 H 07/22/16 3/32 _ Test Age Average Strengths(psi):7 Day-3380,28 Day-4770 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 1 ii '#("" ;---?-e°r-C---."::-'-f'----- Mark Flynn 07/22/2016 Page 1 of 1 t BRAUN Compressive Strength of Concrete Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:107422 ¶SAO. 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 25 Technician: Kein,David Batched: Specimen Size: 4"X 8" Cast By: Kein,David Sampled: 16:30 CDT Specimens In Set: 5 Date Cast: 06/20/16 Cast: 16:40 CDT Truck/Ticket#: 470/3785687 Sampled From: Chute Truck Empty: Contractor: Market and johnson Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Foundation Wall Location Details: At grids A.5-8.5 to C.1-8.5,C.1-7.4 to C.15-12.8 Sample Location/Notes: At grids C.1-8.5 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: Sunny Slump(in): 7-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 84 Concrete Temp(F): 79(ASTM C1064) Air Content: 5.3(%)(ASTM C231) Load Volume: 9(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 25-1 7 06/27/16 1/6 4.00 12.57 67,830 5,400 3 1A N 25-2 28 07/18/16 1/27 4.02 12.69 84,710 6,680 2 1B N 25-3 28 07/18/16 1/27 4.02 12.69 85,180 6,710 1 1B N 25-4 28 07/18/16 1/27 4.02 12.69 88,320 6,960 5 1B N 25-5 35 H 07/25/16 1/34 Test Age Average Strengths(psi):7 Day-5400,28 Day-6780 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 '1" ;----rea----4,------f"'"----- Mark Flynn 07/22/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:7/22/2016 p 9 sample.107423 INTERTEC Test Method:ASTM C39 ,e.w.c.�e...a.o. 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 26 Technician: Kein,David Batched: Specimen Size: 4"X 8" Cast By: Kein,David Sampled: 17:45 CDT Specimens In Set: 5 Date Cast: 06/20/16 Cast: 17:55 CDT Truck/Ticket#: 440/3785731 Sampled From: Chute Truck Empty: Contractor: Market and johnson Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Footing Location Details: At grids D.15-12.8 to E-9.1,E-11 to E.05-11,E-9.1 to E.05-9.1,E.05-11 to E.05-9.1 Sample Location/Notes: At grids D.2-13 Batch Log Specifications Supplier: Gemstone Mix Design: 3067 Strength: 3000(psi) Plant: 1 Childs Road St.Paul, Air: -Not Required(%) MN Slump: -5(in) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 1-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 81 Concrete Temp(F): 83(ASTM C1064) Air Content: 2.5(%)(ASTM C231) Load Volume: 9(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(in=) (lbs) (psi) Type Remark Method 26-1 7 06/27/16 1/6 4.00 12.57 35,210 2,800 5 1A N 26-2 28 07/18/16 1/27 4.02 12.69 63,550 5,010 2 1B N 26-3 28 07/18/16 1/27 4.02 12.69 65,330 5,150 1 1B N 26-4 28 07/18/16 1/27 4.02 12.69 64,600 5,090 5 1B N 26-5 35 H 07/25/16 1/34 Test Age Average Strengths(psi):7 Day-2800,28 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 \ r n 1 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 ef-/ 7.‘"—"-(3"-C-1:------f4----- Mark Flynn 07/22/2016 Page 1 of 1 t BRAUN Compressive Strength of Concrete Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:107644 Yip 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 27 Technician: Kein,David Batched: Specimen Size: 4"X 8" Cast By: Kein,David Sampled: 16:35 CDT Specimens In Set: 5 Date Cast: 06/21/16 Cast: 16:45 CDT Truck/Ticket#: 787/3787271 Sampled From: Pump Truck Empty: Contractor: Market and johnson Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Foundation Wall Location Details: Walls at grids C.15-12.8 to D.4-12.8 Sample Location/Notes: At grids C.5-12.8 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: Sunny Slump(in): 7(ASTM C143) Plastic Unit Weight: Air Temperature(F): 82 Concrete Temp(F): 79(ASTM C1064) Air Content: 7.2(%)(ASTM C231) Load Volume: 11 (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 27-1 7 06/28/16 1/6 4.00 12.57 48,000 3,820 4 1A N 27-2 28 07/19/16 1/27 4.01 12.63 60,310 4,780 2 1B N 27-3 28 07/19/16 1/27 4.01 12.63 63,260 5,010 1 1B N 27-4 28 07/19/16 1/27 4.01 12.63 61,020 4,830 1 1B N 27-5 35 H 07/26/16 1 /34 Test Age Average Strengths(psi):7 Day-3820,28 Day-4870 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1B:The result meets or exceeds the specified compressive strength. x \ r WI n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1". ;,--"*.elff-C-7,:----if"----- Mark Flynn 07/22/2016 Page 1 of 1 J BRAUN of Concrete th 9 Compressive Strength Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:107893 Zf.tai.o.a.wwa.. " 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 28 Technician: Kein,David Batched: Specimen Size: 4"X 8" Cast By: Kein,David Sampled: 14:30 CDT Specimens In Set: 5 Date Cast: 06/22/16 Cast: 14:40 CDT Truck!Ticket#: 534/3788522 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Footing Location Details: footing at grids B-4 to B-7,C-4,C-4.5 to D.2-4.5,E.05-11 to E.2-11,E-9.1 to E-5.5 Sample Location/Notes: at grids C-4.5 Batch Log Specifications Supplier: Cemstone Mix Design: 3067 Strength: 3000(psi) Plant: 3 Lakeland,MN Air: -Not Required(%) On-Site Admixtures: None Slump: -5(in) Field Measurements Weather: Sunny Slump(in): 3-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 80 Concrete Temp(F): 79(ASTM C1064) Air Content: 1.4(%)(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 28-1 7 06/29/16 1/6 4.00 12.57 44,020 3,500 4 1A N 28-2 28 07/20/16 1/27 4.02 12.69 65,630 5,170 4 1B N 28-3 28 07/20/16 1/27 4.02 12.69 63,590 5,010 1 1B N 28-4 28 07/20/16 1/27 4.02 12.69 65,610 5,170 2 1B N 28-5 35 H 07/27/16 1/34 Test Age Average Strengths(psi):7 Day-3500,28 Day-5120 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 /"" e---"ei-C.--44.------ Mark Flynn 07/22/2016 Page 1 of 1 s BRAUN Compressive Strength of Concrete Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:107894 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 29 Technician: Kein,David Batched: Specimen Size: 4"X 8" Cast By: Kein,David Sampled: 16:20 CDT Specimens In Set: 5 Date Cast: 06/22/16 Cast: 16:30 CDT Truck/Ticket#: 741/3788572 Sampled From: Chute Truck Empty: Contractor: Market And Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Footing Location Details: footing at grids B-4 to B-7,C-4,C-4.5 to D.2-4.5,E.05-11 to E.2-11,E-9.1 to E-5.5 Sample Location/Notes: at grids B-7 Batch Log Specifications Supplier: Gemstone Mix Design: 3067 Strength: 3000(psi) Plant: 3 Lakeland,MN Air: -Not Required(%) On-Site Admixtures: None Slump: -5(in) Field Measurements Weather: Slump(in): 4-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(9: Concrete Temp(F): 81 (ASTM C1064) Air Content: 1.3(%)(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(in=) (lbs) (psi) Type Remark Method 29-1 7 06/29/16 1/6 4.00 12.57 38,830 3,090 5 1A N 29-2 28 07/20/16 1/27 4.02 12.69 59,620 4,700 1 1B N 29-3 28 07/20/16 1/27 4.02 12.69 57,720 4,550 1 1B N 29-4 28 07/20/16 1/27 4.02 12.69 59,400 4,680 1 1B N 29-5 35 H 07/27/16 1/34 Test Age Average Strengths(psi):7 Day-3090,28 Day-4640 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 ki4 n TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 1- 7.‘----"e'-C-4----f.----- Mark Flynn 07/22/2016 Page 1 of 1 BRAUN Compressiveg Strength of Concrete Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:108151 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 30 Technician: Mount,Trevor Batched: Specimen Size: 4"X 8" Cast By: Mount,Trevor Sampled: 15:30 CDT Specimens In Set: 5 Date Cast: 06/23/16 Cast: 15:35 CDT Truck/Ticket#: 464/3790056 Sampled From: Chute Truck Empty: Contractor: Market&Johnson Placement Method: Chute Placement Time: Location Placement Location: Building Interior-Pier Location Details: Piers,grids C.28-4.5 to D.14-4.5.Footings,grids E-9.1 to E-6. Sample Location/Notes: C.28-4.5 Batch Log Specifications Supplier: Gemstone Mix Design: 4666P Strength: 4500(psi) On-Site Admixtures: None Air: 4.5-7.5(%) Field Measurements Weather: Cloudy Slump(in): 2-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 76 Concrete Temp(F): 79(ASTM C1064) Air Content: 4.9(%)(ASTM C231) Load Volume: 7(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 30-1 7 06/30/16 1/6 4.00 12.57 59,900 4,770 4 1A N 30-2 28 07/21/16 1/27 4.01 12.63 75,350 5,970 1 1B N 30-3 28 07/21/16 1/27 4.01 12.63 77,950 6,170 1 1B N 30-4 28 07/21/16 1/27 4.01 12.63 76,540 6,060 1 1B N 30-5 35 H 07/28/16 1/34 Test Age Average Strengths(psi):7 Day-4770,28 Day-6070 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 WI \ rn TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 '1./ ;--rell"-C-----47---f-'-'----- Mark Flynn 07/22/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Sample:110221 • INTERTEC Test Method:ASTM C39 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 43 Technician: Matheson,Kyle Batched: Specimen Size: 4"X 8" Cast By: Matheson,Kyle Sampled: 07:05 CDT Specimens In Set: 5 Date Cast: 07/08/16 Cast: 07:15 CDT Truck/Ticket#: 895/3803665 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Structural Slab on Grade Location Details: Pit slab at grids D.19 to D.6-1.2 to 2.3 Sample Location/Notes: At grids D.5-2 Batch Log Specifications Supplier: Cemstone Mix Design: 5065PF Strength: 4000(psi) Plant: 3 Lakeland,MN Air: Not Required- (%) On-Site Admixtures: None Field Measurements Weather: Partly cloudy Slump(in): 5-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 68 Concrete Temp(F): 78(ASTM C1064) Air Content: 3.7(%)(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 43-1 7 07/15/16 3/4 4.00 12.57 81,680 6,500 4 1A N 43-2 28 08/05/16 3/25 43-3 28 08/05/16 3/25 43-4 28 08/05/16 3/25 43-5 35 H 08/12/16 3/32 Test Age Average Strengths(psi):7 Day-6500 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps /N 4NA, r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Mark Flynn 07/22/2016 Page 1 of 1 BRAUN ress Com ive Strength of Concrete Report Date:7/22/2016 INTERTEC Test p g Sample.110337 ' Method:ASTM C39 erse�s.wuaa 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 44 Technician: Kein,David Batched: Specimen Size: 4"X 8" Cast By: Kein,David Sampled: 13:20 CDT Specimens In Set: 5 Date Cast: 07/08/16 Cast: 13:30 CDT Truck/Ticket#: 895/3804601 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Wall Location Details: Walls at grids FF-26 to FF-28,FF-28 to A* Sample Location/Notes: At grids FF-26 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): 5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 70 Concrete Temp(F): 69(ASTM C1064) Air Content: 6.2(%)(ASTM C231) Load Volume: 11 (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(in2) (lbs) (psi) Type Remark Method 44-1 7 07/15/16 3/4 4.00 12.57 59,600 4,740 4 1A N 44-2 28 08/05/16 3/25 44-3 28 08/05/16 3/25 44-4 28 08/05/16 3/25 44-5 35 H 08/12/16 3/32 Test Age Average Strengths(psi):7 Day-4740 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps x \ r)N ka \ rn TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 '11 ;.---`"ef-C.---14"------- Mark Flynn 07/22/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:110633 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 45 Technician: Kein,David Batched: Specimen Size: 4"X 8" Cast By: Kein,David Sampled: 14:50 CDT Specimens In Set: 5 Date Cast: 07/11/16 Cast: 15:00 CDT Truck/Ticket#: 829/3806561 Sampled From: Chute Truck Empty: Contractor: Market and Anderson Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Wall Location Details: At grids D.2-2.5 to D.5-2.5,D.5-2.5 to D.5-1.3,D.5-1.3 to D.2-1.3,D.2-1.3 to D.2-2.5. Sample Location/Notes: At grids D.2-2.5 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): 6-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 86 Concrete Temp(F): 69(ASTM C1064) Air Content: 4.7(%)(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 45-1 7 07/18/16 2/5 4.02 12.69 72,860 5,740 4 1A N 45-2 28 08/08/16 2/26 45-3 28 08/08/16 2/26 45-4 28 08/08/16 2/26 45-5 35 H 08/15/16 2/33 Test Age Average Strengths(psi):7 Day-5740 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps x TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Mark Flynn 07/22/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:7/22/2016 p 9 Sample:110641 INTERTEC Test Method:ASTM C39 n.om.m.r.wuaa.. 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 46 Technician: Kein,David Batched: Specimen Size: 4"X 8" Cast By: Kein,David Sampled: 16:00 CDT Specimens In Set: 5 Date Cast: 07/11/16 Cast: 16:10 CDT Truck/Ticket#: 477/3806642 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Footing Location Details: D.1-1.2 to D.6-1.2 Sample Location/Notes: At grids D.6-1.2 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: Cloudy Slump(in): 2-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 90 Concrete Temp(F): 69(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(in2) (lbs) (psi) Type Remark Method 46-1 7 07/18/16 2/5 4.02 12.69 49,170 3,880 4 1A N 46-2 28 08/08/16 2/26 46-3 28 08/08/16 2/26 46-4 28 08/08/16 2/26 46-5 35 H 08/15/16 2/33 Test Age Average Strengths(psi):7 Day-3880 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps xrn TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Mark Flynn 07/22/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:110928 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 47 Technician: Kein,David Batched: Specimen Size: 4"X 8" Cast By: Kein,David Sampled: 08:40 CDT Specimens In Set: 5 Date Cast: 07/13/16 Cast: 08:50 CDT Truck/Ticket#: 566/3808510 Sampled From: Chute Truck Empty: Contractor: Curb Masters Placement Method: Chute Placement Time: Location Placement Location: Paving-Sidewalk Location Details: Sidewalk on median of Southwest corner of Neal and 58th Sample Location/Notes: Sidewalk on median of Southwest corner of Neal and 58th Batch Log Specifications Supplier: Cemstone Mix Design: 3Y3268 Strength: 4500(psi) Plant: 3 Lakeland,MN Air: 5.0-8.0(%) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 3-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 80 Concrete Temp(F): 82(ASTM C1064) Air Content: 5.6(%)(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(in2) (lbs) (psi) Type Remark Method 47-1 7 07/20/16 1/6 4.02 12.69 52,740 4,160 4 1A N 47-2 28 08/10/16 1/27 47-3 28 08/10/16 1/27 47-4 28 08/10/16 1/27 47-5 35 H 08/17/16 1/34 Test Age Average Strengths(psi):7 Day-4160 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps x \ \ r n \ rTYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 irr‘--"--e.-C-----#------ Mark Flynn 07/22/2016 Page 1 of 1 BRAUN Com ressive Strength of Concrete Report Date:7/22/2016 INTERTEC Test Method:ASTM C39 Sample:111025 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools 61602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 48 Technician: Thomas,Nathaniel Batched: 1 1 Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 13:40 CDT Specimens In Set: 5 Date Cast: 07/13/16 Cast: 13:50 CDT Truck/Ticket#: 861/03809333 Sampled From: Chute Truck Empty: Contractor: Marret&Johnson Inc Placement Method: Chute Placement Time: Location Placement Location: Building Exterior-Footing Location Details: C.38-1.2 to C.38-4.3 Sample Location/Notes: C.38-1.2. Batch Log Specifications Supplier: Cemstone Mix Design: 3000 3/4D FX Strength: 3000(psi) Plant: 3 Lakeland,MN On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 2-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 85 Concrete Temp(F): 84(ASTM C1064) Air Content: 3.2(%)(ASTM C231) Load Volume: 7(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 48-1 7 07/20/16 1/6 4.02 12.69 48,560 3,830 4 1A N 48-2 28 08/10/16 1/27 48-3 28 08/10/16 1/27 48-4 28 08/10/16 1/27 48-5 35 H 08/17/16 1/34 Test Age Average Strengths(psi):7 Day-3830 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 /../ ..‘"--"(111.-C----4----f---- Mark Flynn 07/22/2016 Page 1 of 1 BRAUN Compressive Com ressive Strength of Concrete Report Date:7/22/2016 Sample:111286 • INTERTEC Test Method: ASTM C39 rn,sa,,,�xmewnoe. 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools B1602671 Phone:651-487-3245 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,MN 55117 Stillwater BLVD N Oak Park Heights,MN Sample Details Set#: 49 Technician: Kein,David Batched: Specimen Size: 4"X 8" Cast By: Kein,David Sampled: 15:00 CDT Specimens In Set: 5 Date Cast: 07/14/16 Cast: 15:10 CDT Truck/Ticket#: 849/3811021 Sampled From: Chute Truck Empty: Contractor: Kraus Anderson Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Wall Location Details: At grids 1.15-1.2 to D.6-1.2,D.6-1.2 to D.6-3. Sample Location/Notes: At grids D.15-1.2 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): 4-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 70 Concrete Temp(F): 78(ASTM C1064) Air Content: 6.5(%)(ASTM C231) Load Volume: 11 (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 49-1 7 07/21/16 4/3 4.00 12.57 59,820 4,760 4 1A N 49-2 28 08/11/16 4/24 49-3 28 08/11/16 4/24 49-4 28 08/11/16 4/24 49-5 35 H 08/18/16 4/31 Test Age Average Strengths(psi):7 Day-4760 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps X \ / TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 '1" ;---"-(1-C"----4-----jf--'------ Mark Flynn 07/22/2016 Page 1 of 1 BRAUN Field Compaction Client: Project: I NTE RTEC Report Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Renovations and Report Date:7/22/2016 Additions 1826 B1erMe Foad Teat Method:ASTM D6938 St Paul,MN 55117 Saint Paul,MN 55110 Stillwater BLVD N Pion.651-487-3245 Oak Park Heights,MN Test Results Optimum Maximum In Place in Place Probe Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Min Comp. Test# Of Date Proctor ID Method Classification (%) (pet) (%) (pcf) (in) Compaction (%) Remark 132 7/18/16 P-11 STD B SM 11.3 119.0 7.0 119.4 12 100 98 A 133 7/18/16 P-11 STD B SM 11.3 119.0 8.0 117.2 12 98 98 A 134 7/18/16 P-11 STD B SM 11.3 119.0 8.7 117.3 12 99 98 A 135 7/18/16 P-11 STD B SM 11.3 119.0 7.9 118.9 12 100 98 A 136 7/18/16 P-11 STD B SM 11.3 119.0 8.7 117.1 12 98 95 A 137 7/18/16 P-11 STD B SM 11.3 119.0 8.6 120.2 12 101 95 A 138 89 7/6/16 t P-08 STD B SM 8.4 124.4 7.8 121.8 12 98 98 A 139 99 7/15/16 P-09 STD B SM 9.4 126.9 8.2 124.9 12 98 95 A Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 132 Structural Fill:Interior Wall Backfill:At grids C.37-4 95.0 FE=100 Troxler 3430 35286 Singer,Zach 133 Structural Fill:Interior Wall Backfill:At grids C.4-2 96.0 FE=100 Troxler 3430 35286 Singer,Zach 134 Structural Fill:Interior Wall Backfill:At grids C.4-4 95.0 FE=100 Troxler 3430 35286 Singer,Zach 135 Structural Fill:Interior Wall Backfill:At grids C.37-2 94.0 FE=100 Troxler 3430 35286 Singer,Zach 136 Structural Fill:Exterior Wall Backfill:At grids D.3-1.1 100.0 FE=100 Troxler 3430 35286 Singer,Zach 137 Structural Fill:Exterior Wall Backfill:At grids D-1.1 100.0 FE=100 Troxler 3430 35286 Singer,Zach 138 Utility Trench Backfill: Plumbing:50'N 12'W of door 19S 100.0 FE=100 Troxler 3430 23055 Matheson,Kyle 139 Utility Trench Backfill: Storm Sewer:20 ft west of manhole#21 95.0 top of manhole=100 Troxler 3430 35286 Matheson,Kyle j Remarks Comments Related Tests A:Test results comply with specifications Tests are"Direct Transmission'(Method A)unless probe depth is noted as'Backscatter'. Gauge calibration data on tile with the testing agency. Test# Related Test# Test Type 1 1 Page 1 of 2 BRAUN Field Compaction Client: Project: I NTE RTEC Report Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Renovations and Report Date:7/22/2016 1826 Buedde Road Test Method:ASTM 06938 St Paul,MN 55117 Additions Salm Paul,MN 66110 Stillwater BLVD N Phone:651-487.720.5 Oak Park Heights,MN Test Results Optimum Maximum In Place In Place Probe Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Min Comp. Test# Of Date Proctor ID _ Method Classification (%) (pcf) (%) (PO (in) Compaction (%) Remark 140 100 7/15/16 P-09 STD B SM 9.4 126.9 7.3 126.5 12 100 100 A Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 140 Utility Trench Backfill: Storm Sewer:40 ft west of manhole#21 100.0 top of manhole=100 Troxler 3430 35286 Matheson,Kyle Remarks Comments Related Tests A:Test results comply with specifications Tests are"Direct Transmission"(Method A)unless probe depth is noted as"Backscatter. Gauge calibration data on file with the testing agency. Test# Related Test# Test Type /"... ----rege----4----"f'—'--- Mark Flynn 07/22/2016 Page 2 of 2 BRAUN Special Inspection Daily Report 35 , INTERTEC 1828 euulds Road Client Project Saint Paul,Md 55110 Phone:851.487-3245 SOlwater Asa Public Schools 81602871 1381 North Rios Shoat Slava*arr High School Rsnowllons and Additions St Paul,MJ 55117 S1Wwelrr 80,43 N Oak Park Heights,OM Activity Date:07/0812016 City of:Oak Park Heights Report Number.35 Technician:Matteson,Kyle Braun krtertec PM:Mark Flynn Weather:Mostly cloudy 75 Coverage Frequency Notes Concrete Construction Periodic Reinforcement and concrete placement Special Cases Continuous Adhesive anchors Architect/engineer authorized changes to approved plans?Yes Work Completed Description: Observed reinforcement and concrete placement for pit slab at grids D.19 D.6-12 to 2.3.Cemstone mix 5065PF was placed by pump. Cast 1 set d concrete cylinders for laboratory analysis. Observed reinforcement and concrete placement of foundation walls at grids A•-9.5*to FF-28,FF-18 to FF-25.1,piers D*-10.5*to D*- 7.3*and A-2 to C-2 Gemstone concrete mix 4666 was placed by pump.Cast 1 set of concrete cylinders for laboratory analysis. Observed the placement d adhesive anchors into ngs per RA 153 at grids C.2-2.7 and C.2-3.7. drill Holes appeared to be ed' cleaned,and pieced in general accordance to HIE s p�cl6caflons. Tests Performed: Concrete test sets$43 and 44 Adhesive anchor observations OrAstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes Photos See Adhesive Anchor Checklist 7-8-16.pdf in the documents section at the end of this report To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions d the current BC,except as noted above. ICC Certification #: 8254814 Page 1 of 2 BRAUN Adhesive Anchors Inspection Checklist I NTE BTEC for Concrete & Masonry Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC ❑ Codes UBC 1997 as described below(see Structural Drawings for inspection requirements). ❑IBC 2000 ❑IBC 2003 Project Name: Stillwater High School LI IBC 2006 Weather: Partly Sunny Air Temperature: 66 (°F/°C) Product Name/Manufacturer: Hilti HIT HY 200A Lot No.: 05460912 ICC-ES Report No.: 3187 "> Adhesive Expiration Date: 01 / / 2017 L'1 Specified Dispenser 0 Specified Mixer •N s Discard Initial Adhesive: 2 (#trigger pulls) a Adhesive Temperature: 66 (°F PC) Gel Time: 7 min Cure Time: 45 min (per manufacturers installation instructions) Type: 0 All-Thread 0 Internally Threaded 0 Torque-Controlled 0 Rebar 0 Other Material: 1 Standard 0 Stainless Steel OHigh Strength Steel Grade/Coating: 60 Length: 15 inches (in/mm) Rod Diameter: 0 3/8" 0 1/2" 0 5/8" 0 3/4" 0 7/8" 0 1" 0 11/4" Rebar: ❑#3 ❑#4 ❑#5 ❑#6 D#7 ❑#8 ❑#9 ❑#10 ❑#11 0 Other 0 Base Material Type: Ia NW Concrete 0 LW Concrete 0 Brick 0 CMU 0 Other Base Material Strength: 0 2000psi m 3000psi 04000psi ❑Other Base Material Thickness: 24 inches (in/mm) Base Material Temperature: 70•F (°F/°C) o„ Drill Bit Diameter: 1 inch (in/mm) Hole Depth: 6 inches (in/mm) c 'E (core bit diameter,if approved) m u Drill Bit Type: la Carbide-Tip Drill Bit 0 Diamond Core Bit 0 Other v (ANSI B212.15-1994) (If appropriate and allowed) = Hole Condition: i Dry 0 Water Saturated 0 Water Filled 0 Under Water toHole Cleaning: m Compressed Air 0 Hand Pump D Wire brush ❑Nylon Brush 0 Other Hole cleaning in accordance with manufacturers'printed installation instructions: IA Yes 0 No 0 0 Anchor Application:(please check all that apply) a Tension la Shear ❑Overhead ❑Other Anchor Insertion: al Twisting motion ❑ Annular gap filled with adhesive ❑Air void free injection Anchor Spacing: (in/mm) Edge Distance: (in/mm) Embedment(het): 6 inches (in/mm) Installation Torque(if required): (ft-lb/Nm) Completed by: (Signature) Date: 7-8-2016 Kyle Matheson (Print) Page 2 of 2 w:\FORMS\FORM-Adhesive Anchors Inspection Checklist for Concrete&Masonry BRAUN Special Inspection Daily Report 36 INTERTEC 1826&odds Road alert Prayet Saint Paul,M1 55110 Phone:651-487-3245 Stivostar Para Public Schools 131602871 1381 Nortel Rica Skeet Sem*.High School RanoWlona and Additions St Paul,AM 56117 SWM.slar&OO N Oak Pads Heights,Mr Activity Date:07/11/2016 City of:Oak Park Heights Report Number:36 Techniclan:MMheson,Kyle Braun kgertec PM:Mark Flynn Weather:Mostly cloudy 88 Coverage Frequency Notes Concrete Construction Periodic Reinforcement and concrete placement A htect/srgnssr authorized chanes to approved plans?No Work Completed Description: Observed reinforcement and concrete placement of pit area walls at grids D.19 to D.6-1.3 to 2.3 and footings at s D.19.1.2 to D.6- 1.2.Cemstone concrete wall mix 4666 and footing mix 3067 was placed by pump and consolidated by mechanical vibration.Cast 1 set of concrete cylinders for each mix placed. Performed nuclear compaction tests on wall bacldir in zone 12 and piers A-2 to C-2.Tests taken appeared to meet compaction specs and tests on zone 12 were faring moisture specs.Informed Peterson Co.of results and recommended watering and re-compacting. Tests Performed: Concrete test set#46 Nuclear compaction tests Outstanding discrepancies on this project?:No Report discussed wilth and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. 1111.111111bea, ICC Certification #: 8254814 . Page 1 of 1 BRAUN Special Inspection Daily Report 37 INTERTEC The leleeeeTen&MOE. 1826 Buerlde Road Client Project Saint Paul,fvNJ 55110 Phone:651-487-3245 Stillwater kea Public Schools B1602671 1381 North Rice Street Stillwater High School Remotions and Additions St Paul,AN 55117 Stillwater RAO N Oak Park Heights,lvN Activity Date:07/13/2016 City of:Oak Park Heights Report Number.37 Technician:Matheson,Kyle Braun Intertec PM:Mark Flynn Wieather.Clear 80 Coverage Frequency Notes Concrete Construction Periodic Reinforcement and concrete placement Soils Periodic Foundation bottoms Architect/engineer authorized changes to approtied pans?:No Work Completed Description: Observed reinforcement and concrete placement of footings at grids C.18-1.2 to C.18-4.3.Cemstone concrete mix 3067 was placed by chute.Cast 1 set of concrete cylinders for laboratory analysis. Observed soils and performed hap's on footing bottoms prior to concrete placement Soils consisted of silty sands and appeared consistent with geotechnical report. Tests Performed: Concrete test set#48 Excavation observations Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #: 8254814 Page 1 of 1 BRAUN Special Inspection Daily Report n INTERTEC 1826 Buda.Road aunt Project Stint Paul,IN 55110 Phone:851-487-3245 SttMrsbrArea Public Schools B1602671 1381 North Rica Swat Starter High School Ramadan and Additions St Paul,M'l 55117 SlIl sr BL O N OA Parc Heights,td`l Activity Date:07/1412016 City of:Oak Park Heights Report Number.38 Technician;Matheson,Kyle Braun kttertec PM:Mark Flynn Mather:Cloudy 72 Coverage Frequency Notes Concrete Construction Periodic Reinforcement and concrete placement Architect/engineer authorized charges to sppraad pians?.No Vlbrk Completed Description: Observed reinforcement and concrete placement of foundation wall at grids D.15-1.2 to D.6-1.2 and D.6-1.2 to D.6-3.Gemstone concrete mix 4666 was placed by pump and consolidated by mechanical vibration.Cast 1 set of concrete cylinders for laboratory analysis. Tests Performed: Concrete test set 848 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. s� ICC Certification #: 8254814 Page 1 of 1 BRAUN Special Inspection Daily Report 39 INTERTEC 1826 Buerkie Road Client Project Saint Paul,k#1455110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Reno%adons and Additions St Paul,NN 55117 S%ilwafer B1W N Oak Park Heights,MV Activity Date:07/15/2016 City of:Oak Park Heights Report Number.39 Technician:Matheson,Kyle Braun Intertec PM:Mark Flynn 1Meather.Partly sunny 72 Coverage Frequency Notes Concrete Construction Periodic Reinforcement and concrete placement Soils Periodic Foundation bottoms Architect/engineer authorized changes to approved parrs?:No Work Completed Description: Observed reinforcement and concrete placement of foundation wall at grids C.38-1.2 to C-4.3,footings A"-3.5*to HH-30,HH-30 to HH- 26,FF-26 to KK-26,KK-26 to KK-25,JJ-25.1,and EE-25.1.Cemstone wall mix 4666 and mbc 3067 was placed by pump and consolidated by mechanical vibration.Cast 1 set of concrete cylinders of each mix placed for la ory analysis. Observed soils and performed dcp's on footing bottoms prior to concrete placement.Soils consisted of poorly graded sand with silt and appeared consistent with geotechnical report. Tests Performed: Concrete test sets#50 and 51 Excavation observations Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ec ICC Certification #: 8254814 '" Page 1 of 1 BRAUN Special Inspection Daily Report 40 INTERTEC 1826 Bundle Rad Ciera Project Saint Paul,IN 56110 Phone:651.487.3245 SiiwalyAna Public Schools B1602671 1381 North aloe Street S IMetsr High Schad Remakes and Pdrilons St Paul,M l 55117 Sfiiwehr BLW N Cak Park Heights,M Activity Date:07/2W2016 City of:Oak Park Heights Report Number.40 Tec t:Matheson,Kyle Braun kltertec PM:Mark Flynn Weather:Partly cloudy 85 Coverage Frequency Notes Concrete Construction Periodic Reinforcement and concrete placement Masonry Construction Periodic Reinforcement Architect/ang near authorized changes to appramd pians?No Work Completed Description: Observed reinforcement and concrete placement of foundation walls at grids JJ-3.5*to HH-30 and 111+30 to HH-27.2.Cemstone concrete mix 4666P was placed by pump and consolidated by mechanical vibration.Cut 1 set of concrete cylinders for laboratory Observed reinforcement of CMJ wails at grids D.05.5.5 to D.17-5.5 at elevation 100'and D.17-5.5 to D.6-5.5 at elevation 110'8'. Tests Performed: Concrete test set#52 Masonry observations Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. tt ICC Certification #; 8254814 Page 1 of 1 BRAUN Special Inspection Daily Report 41 INTERTEC 1826 Bueride Road Client Project: Saint Paul,MJ 55110 Phone:651-487-3245 Stillwater/Tea Public Schools B1602671 1381 North Rice Street Stillwater High School Renovations and Pddltions St Paul,RM 55117 Stillwater BIM N Oak Park Heights,RePi Activity Date:07/21/2016 City of:Oak Park Heights Report Number.41 Technician:Matheson,Kyle Braun Intertec PM:Mark Flynn Mather:Partly cloudy 80 Coverage Frequency Notes Masonry Construction Periodic Reinforcement and grout placement Architect/engineer authorized changes to approoed plans?:No Work Completed Description: Observed reinforcement and grout placement of CMU wall at grids D.04-5.5 to E-5.5 at precast bearing elevation.Spec mix grout was mixed on site,placed by buckets,and consolidated by mechanical vibration.Informed contractors and Jeff Moore with Kraus Anderson of incorrect embeds placed at BP 9 locations.Contractors did not have correct embeds on site that specified two 30"#5 reinforcement welded to plate. Discrepancy Description: Wrong embeds at BP 9 locations. Tests Performed: Masonry observations Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #: 8254814 " Page 1 of 2 BRAUN Special Inspection Daily Report 41 INTERTEC 1826 Busies Rosd Client Prcint Saud Paul,AN 55110 Phone:851-487-3245 Stilwater Area Pubic Schools 81802671 1381 North Rice Stant Sillester ligh School Renovations and Malone St Paul,It156117 Stiiwalsr WAD N Chk Park Heights,MN activity Discrepsncy Open Discrepancies Form Spacial Inspections Activity*:41 Activity Date:07!21/2016 Discrepancy Number:59 Discrepancy Description:Wrong embeds at BP 9 locations. Page 2 of 2 BRAUN Special Inspection Daily Report 42 INTERTEC `� theldeeeet,.,kfd Oe. 1826 Buerlde Road alert Project: Saint Paul,11t4 55110 Phone:651-487-3245 Stillwater Area Public Schools 61602671 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,NN 55117 Stillwater BLVD N Oak Park Heights,Md Activity Date:07/22/2016 City of:Oak Park Heights Report Number.42 Technician:Matheson,Kyle Braun Intertec PM:Mark Flynn Weather.Clear 90 Coverage Frequency Notes Concrete Construction Periodic Reinforcement and concrete placement Architect/engineer authorized changes to appraed plans?:No Work Completed Description: Observed reinforcement and concrete placement of footing and foundation walls in grids D.6 to E-1.3 to 1.5.Gemstone concrete mix 4666 was placed by bucket and consolidated by mechanical vibration.Cast 1 set of concrete cylinders for laboratory analysis. Tests Performed: Concrete test set#54 Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #; 8254814"ftirs. Page 1 of 2 BRAUN Special kispection Daily Report 42 INTERTEC 1826 Busd4s Road Clot Prejset Saint Rad,bN 55110 Phone:651-487-3245 StillwatarPea Relic Schools B1602671 1381 North Rice Stoat St lmatar High School Ranoaalions and*Mons St Paul,bN 55117 Stilts lar BLW N Oak Park Haight',M1 Adivity Discrepancy Open Discrepancies Form Special hspsctions Activity$k 41 Activity Dabs:07/21/2016 Discrepancy Number.59 Discrepancy Desc ipdon:Wrong embeds at BP 9 locations. Page 2 of 2