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HomeMy WebLinkAbout40 BRAUN I NTE BTEC The Science You Build On. Letter of Transmittal 40 Client: Stillwater Area Public Schools Project No: B1602671 Project: Stillwater High School Renovations and Additions Date: December 20, 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 101-109(28-Day Break) Fireproofing Fireproofing Report 6 dated 12/6/16 Structural Steel Steel Report 13 dated 12/14/16 'Copy List Jared Olson, BKBM Engineers Jack Bronczyk, Kraus-Anderson Construction Company Daniel Martin, 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 Dustin Phillips, Kraus-Anderson Construction Company Contact Information: Sent By: Sarah Madsen Email: smadsen@braunintertec.com Phone: Rev:05/05/2014 Providing engineering and environmental solutions since 1957 BRAUN Compressive Strength of Concrete Report Date:12/7/2016 p g Sample:129031 INTERTEC Test Method:ASTM C39 The eda,a T u Bu141 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#: 101 Technician: Singer,Zach Batched: Specimen Size: 4"X 8" Cast By: Singer,Zach Sampled: 08:15 CST Specimens In Set: 5 Date Cast: 11/07/16 Cast: 08:30 CST Truck/Ticket#: 861/03935899 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Buggy Placement Time: Location Placement Location: Building Interior-Slab on Grade Location Details: At grids C.4 to D.6-1.2 to 4.5 Sample Location 1 Notes: At grids D.4-2.7 Batch Log Specifications Supplier: Cemstone Mix Design: SHS5065 Strength: 4000(psi) Plant: 3 Lakeland,MN Air: Not Required- (%) On-Site Admixtures: None i Field Measurements I Weather: Partly Cloudy Slump(In): 6-1/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 55 Concrete Temp(F): 67(ASTM C1064) Air Content: 3.8(ASTM C231) Load Volume: 10(yd') 1 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(M*) (lbs) (pal) Type Remark Method 101-1 7 11/14/16 1/6 4.01 12.63 67,880 5,380 2 1A N 101-2 28 12/05/16 1/27 4.00 12.57 83,920 6,680 3 1B N 101-3 28 12/05/16 1/27 4.00 12.57 84,550 6,730 3 18 N 101-4 28 12/05/16 1/27 4.00 12.57 83,470 6,640 2 1B N 101-5 35 H 12/12/16 1/34 Test Age Average Strengths(psi):7 Day-5380,28 Day-6680 - 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. 151 [ 1 111 N 7 ' 1 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 8 Steve Martin 12/07/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:12/7/2016 p g Sample:129042 INTERTEC Test Method:ASTM C39 m.&Ism,You Bawd 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#: 102 Technician: Singer,Zech Batched: Specimen Size: 4"X 8" Cast By: Singer,Zach Sampled: 09:00 CST Specimens In Set: 5 Date Cast: 11/07/16 Cast: 09:15 CST Truck/Ticket#: 526/03936013 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Chute Placement Time: Location Placement Location: Building Interior-Slab on Grade Location Details: At grids C.4 to D.6-1.2 to 4.5 Sample Location/Notes: At grids D.2-3.5 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 yd') Field Measurements Weather: Partly cloudy Slump(In): 8(ASTM C143) Plastic Unit Weight: Air Temperature(F): 56 Concrete Temp(F): 68(ASTM C1064) Air Content: 2.9(ASTM C231) Load Volume: 10(03) 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 On) Area(Ina) (ibs) (psi) Type Remark Method 102-1 7 11/14/16 1/6 4.01 12.63 72,760 5,760 4 1A N 102-2 28 12/05/16 1/27 4.00 12.57 79,540 6,330 3 1B N 102-3 28 12/05/16 1/27 4.00 12.57 84,550 6,730 4 1B N 102-4 28 12/05/16 1/27 4.00 12.57 83,540 6,650 4 1B N 102-5 35 H 12/12/16 1/34 Test Age Average Strengths(psi):7 Day-5760,28 Day-6570 Break Remarks Capping Methods IA:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1B:The result meets or exceeds the specified compressive strength, X \ flfl TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 --- - Steve Martin 12/07/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:12/7/2016 INTERTEC Test Method :ASTM C39 Sample:129074 9T"Salon You Wad 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#: 103 Technician: Singer,Zach Batched: Specimen Size: 4"X 8" Cast By: Singer,Zach Sampled: 11:00 CST Specimens In Set: 5 Date Cast: 11/07/16 Cast: 11:15 CST Truck/Ticket#: 861/03936202 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Chute Placement Time: Location Placement Location: Building Interior-Slab on Grade Location Details: At grids C.4 to D.6-1.2 to 4.5 Sample Location I Notes: At grids D.1.2 Batch Log Specifications Supplier: Gemstone 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•yda) Field Measurements Weather: Pertly cloudy Slump(in): 6(ASTM C143) Plastic Unit Weight: Air Temperature(F): 57 Concrete Temp(F): 71 (ASTM C1064) Air Content: 3.1 (ASTM C231) Load Volume: 10(yd') 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 103-1 7 11/14/16 1/6 4.01 12.63 70,030 5,550 3 1A N 103-2 28 12/05/16 1/27 4.00 12.57 83,750 6,660 4 1B N 103-3 28 12/05/16 1/27 4.00 12.57 85,260 6,780 4 1B N 103-4 28 12/05/16 1/27 4.00 12.57 85,910 6,840 4 1B N 103-5 35 H 12/12/16 1 /34 Test Age Average Strengths(psi):7 Day-5550,28 Day-6760 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 \ (: #g \ rn TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 12/07/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date`12/7/2016 p g Sample:129518 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#: 104 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 14:30 CST Specimens in Set: 5 Date Cast: 11/09/16 Cast: 14:40 CST Truck I Ticket#: 448/3939462 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Buggy Placement Time: Location Placement Location: Building Exterior-Footing Location Details: All greenhouse piers in zone 12. Sample Location I Notes: Sampled from NW greenhouse pier. Batch Log Specifications Supplier: Cemstone Mix Design: 3067 Strength: 3000(psi) Plant: 3 Lakeland,MN Air: -Not Required(%) On-Site Admixtures: 4.00 Gal Water(6 yd') , Field Measurements Weather: Clear Slump(In): 3(ASTM C143) Plastic Unit Weight: Air Temperature(F): 58 Concrete Temp(F): 67(ASTM C1064) Air Content: 1.4(ASTM C231) Load Volume: 6(yd3) Lab Teat 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'l (lbs) jpsi) Type Remark Method 104-1 7 11/16/16 1/6 4.00 12.57 46,970 3,740 5 1A N 104-2 28 12/07/16 _ 1/27 4.00 12.57 63,840 5,080 _ 4 1B N 104-3 28 12/07/16 1/27 4.00 12.57 59,760 4,750 5 18 N 104-4 28 12/07/16 1/27 4.00 12.57 62,030 4,940 5 1B N 104-5 35 H 12/14/16 1/34 Test Age Average Strengths(psi):7 Day-3740,28 Day-4920 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. >< /L1i \ t r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 ___/- :7--. Steve Martin 12/07/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:12/9/2016 INTERTEC Test Method:ASTM C39 Sample:129851 Th ea."o.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#: 1D5 Technician: Singer,Zach Batched: Specimen Size: 4"X 8" Cast By: Singer,Zach Sampled: 09:30 CST Specimens In Set: 5 Date Cast: 11/11/16 Cast: 09:45 CST Truck/Ticket#: 448103941605 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Buggy Placement Time: Location Placement Location: Building Exterior-Grade Beam Location Details: Grade beam for greenhouse. Sample Location/Notes: NE corner of the grade beam 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): 6-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 42 Concrete Temp(F): 65(ASTM C1064) Air Content: 6.2(ASTM C231) Load Volume: 6(yda) 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 105-1 7 11/18/16 3/4 4.00 12.57 42,650 3,390 4 1A N 105-2 28 12/09/16 3/25 4.00 12.57 59,810 4,760 3 1B N 105-3 28 12/09/16 3/25 4.00 12.57 56,920 4,530 5 1B N 105-4 28 12/09/16 3/25 4.00 12.57 57,390 4,570 5 1B N 105-5 35 H 12/16/16 3/32 Test Age Average Strengths(psi):7 Day-3390,28 Day-4620 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 A1 \ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 8 Steve Martin 12/09/2016 Page 1 of 1 • BRAUN Com ressive Strength of Concrete Report Date:12/9/2016 p 9 Sample:129858 INTERTEC Test Method:ASTM C39 11.5.4,...,w,,LIYI 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#: 106 Technician: Singer,Zach Batched: Specimen Size: 4"X 8" Cast By: Singer,Zach Sampled: 10:10 CST Specimens In Set: 5 Date Cast: 11/11/16 Cast: 10,25 CST Truck/Ticket#: 800/03941648 Sampled From: Chute Truck Empty: Contractor: B and B Electric Placement Method: Chute Placement Time: Location Placement Location: Pier Location Details: Two new light poles base along the student drop off area by the the gym and light pole base on the island in between the first and second Isle by the gym. Sample Location/Notes: Light pole base on the island in between the first and second Isle by the gym Batch Log Specifications Supplier: Cemstone Mix Design: 4066 Strength: 4000(psi) Plant: 21 New Richmond,WI Air: 4.5-7.5(%) On-Site Admixtures: 7.00 Oz AEA-Air Entraining Admixture(3 yd')_ Field Measurements Weather: Sunny Slump(In): 3-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 42 Concrete Temp(F): 65(ASTM C1064) Air Content: 4.6(ASTM C231) Load Volume: 3.5(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(in') (lbs) (psi) Type Remark Method 106-1 7 11/18/16 3/4 4.00 12.57 49,150 3,910 4 1A N 106-2 28 12/09/16 3/25 4.00 12.57 72,440 5,760 3 1B N 106-3 28 12/09/16 3/25 4.00 12.57 75,070 5,970 3 1B N 106-4 28 12/09/16 3/25 4.00 12.57 74,350 5,920 3 1B N 106-5 35 H 12/16/16 i 3/32 _ Test Age Average Strengths(psi):7 Day-3910,28 Day-5880 Capping Break Remarks PP 9 Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1B:The result meets or exceeds the specified compressive strength. � r rti/I\ /Z TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 8 Steve Martin 12/09/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Sample:;3//2016 INTERTEC Test Method:ASTM C39 V.,/Wows n»/WM On 1826 Buerkle Road Client: Project: Saint Paul,MN 55110 Stillwater Area Public Schools 91602671 Phone:651-487-3245 Independent School District#8341875 Greeley St S Stillwater High School Renovations and Additions Stillwater,MN 55082 Stillwater BLVD N 1 Oak Park Heights,MN , Sample Details Set#: 107 Technician: Matheson,Kyle Batched: Specimen Size: 4"X 8" Cast By: Matheson,Kyle Sampled: 08:25 CST Specimens In Set: 5 Date Cast: 11/14/16 Cast: 08:35 CST Truck/Ticket#: 861/3942924 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Inc Placement Method: Buggy Placement Time: Location Placement Location: Building Interior-Precast Topping Location Details: At grids C to D.6-4.4 to 5.5 Sample Location/Notes: At grids D.4-5 Batch Log Specifications Supplier: Cemstone Mix Design: P4595M Strength: 3000(psi) Plant: 3 Lakeland,MN Air: Not Required- (%) On-Site Admixtures: 10.00 Gal Water(10 yd'),0.75 Gal HRWRA-High Range Water Reducing Admixture(10 yd') _ Field Measurements Weather: Cloudy Slump(in): 6-3/4(ASTM C143) Plastic Unit Weight: Air Temperature(F): 46 Concrete Temp(F): 69(ASTM C1064) Air Content: 2.0(ASTM C231) Load Volume: 10(yd') 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 107-1 7 11/21/16 1/6 4.01 12.63 96,120 7,610 1 1A N 107-2 28 12/12/16 1/27 4.00 12.57 119,290 9,490 3 1B N 107-3 28 12/12/16 1/27 4.00 12.57 119,800 9,530 4 1B N 107-4 28 12/12/18 1/27 4.00 12.57 119,230 9,490 4 1B N 107-5 35 H 12/19/16 1/34 Test Age Average Strengths(psi):7 Day-7610,28 Day-9500 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 ck.\ \ 1 r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 12/13/2016 Page 1 of 1 BRAUN ress Com ive Strength of Concrete Report Date:12/13/2016 (� 9 Sample:130283 INTERTEC Test Method:ASTM C39 The Won.m"B,,M On Client: Project: 1826 Buerkle Road 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#: 108 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 08:30 CST Specimens In Set: 5 Date Cast: 11/15/16 Cast: 08:40 CST Truck/Ticket#: 663/3944213 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Slab on Metal Deck Location Details: Running track,N and E sides. Sample Location I Notes: Grid B-11. Batch Log Specifications Supplier: Cemstone Mix Design: 5065PM Strength: 3500(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): 39 Concrete Temp(F): 68(ASTM C1064) Air Content: 1.7(ASTM C231) Load Volume: 10(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave 5,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 108-1 7 11/22/16 1/6 4.01 12.63 63,100 5,000 4 IA N 108-2 28 12/13/16 1/27 4.00 12.57 82,670 6,580 5 1B N 108-3 28 12/13/16 1/27 , 4.00 12.57 82,530 6,570 4 1B N 108-4 28 12/13/16 1/27 4.00 12.57 83,370 6,630 4 18 N 108-5 35 H 12/20/16 1/34 Test Age Average Strengths(psi):7 Day-5000,28 Day-6590 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 18:The result meets or exceeds the specified compressive strength. x \ \ r cl \ r 1r TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 12/13/2016 Page 1 of 1 BRAUN Compressive Strength of Concrete Report Date:12/13/2016 I NTERTEC Test Method:ASTM C39 Sample:130323 The BWnw T wild 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#: 109 Technician: Thomas,Nathaniel Batched: Specimen Size: 4"X 8" Cast By: Thomas,Nathaniel Sampled: 10:40 CST Specimens In Set: 5 Date Cast: 11/15/16 Cast: 10:50 CST Truck 1 Ticket#: 3944502/849 Sampled From: Chute Truck Empty: Contractor: Market and Johnson Placement Method: Pump Placement Time: Location Placement Location: Building Interior-Slab on Metal Deck Location Details: Running track,N and E sides. Sample Location I Notes: Grid C-5.8. Batch Log Specifications Supplier: Cemstone Mix Design: 5065PM Strength: 3500(psi) Plant: 3 Lakeland,MN Air: -Not Required(%) OnSlte Admixtures: 15.00 Gal Water(10 yd') Field Measurements Weather: Partly Cloudy Slump(in): 7(ASTM C143) Plastic Unit Weight: Air Temperature(F): 47 Concrete Temp(F): 65(ASTM C1064) Air Content: 1.8(ASTM C231) Load Volume: 10(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field 1 Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in') (lbs) (pal) Type Remark Method 109-1 7 11/22/16 1/6 4.01 12.63 62,400 4,940 4 1A N 109-2 28 12/13/16 1/27 4.00 12.57 74,360 5,920 5 1B N 109-3 28 12/13/16 1/27 4.00 12.57 75,150 5,980 4 1B N 109-4 28 12/13/16 1/27 4.01 12.63 77,370 6,130 4 1B N - 109-5 35 H 12/20/16 1/34 Test Age Average Strengths(psi):7 Day-4040,28 Day-6010 Break Remarks Capping Methods IA:The test result Is for informational purposes. N:ASTM C1231,Unbonded Caps 1B:The result meets or exceeds the specified compressive strength. X /L111 \ i 1 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Steve Martin 12/13/2016 Page 1 of 1 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#6 Observation Date: 12/6/2016 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: 35 •F Frequency Inspection CoverageNotes) 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 Adhesion/Cohesion pull test per ASTM E763 on Cafco 300AC spray applied fireproofing on Beams,Columns, and Angles.3 test samples on both 2nd and Roof levels in Zone 10 grids EE-KK,10-16 and H'-L',1-9 and Zone 12 grids EE- KK,25-30 and A*-D*,3*-12*.total of 12 performed. 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 Emalled 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. 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N M to (D f- CO O O r N M v- inotO r r r Q 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.: Steel#13 Observation Date: 12/14/2016 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: Rain Temperature: 0 •F Frequency Inspection Coverage (Notes) Periodic Steel construction Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: 1)Performed observations of BP9 noted in Masonry Report#41. Modifications per Transmittal#42 from Ben's Structural Fab. No Discrepancies Noted.Closing report#41 discrepancies. 2) Performed observations of Kwik bolts in masonry wall tip clips. In Area#10 and#12. Per detail from BWBR. No Discrepancies Noted. 3)Performed visual observations of fillet welds on Angles to Embeds at stair opening.2nd level area#10 and#12. 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 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: _7-- _74/4_.„._,-,--- Baumann Troy I.D.No.: 5067860 S1&S2 • Providing engineering and environmental solutions since 1957 • IP Ben's Structural Fabrication, Inc. 475 Progress Road15 C �) CERA TIFIED Waite Park, MN 56387 , __z_ <f $CTOR PH: 320-251-8563 FAX: 320-251-8423 Date: 7/22/2016 Page 1 of 1 Transmittal #: 00042 Job#: 16-101 Stillwater High School Release 14 BP9 Field Fix To: Kraus-Anderson Construction Co. Circle Pines Attention: Dustin Phillips 8625 Rendova St.NE P.O. Box 158 Sent Via: E-mail Circle Pines, MN 55014 We are sending you enclosed,the following: Field Prints Included are 2 prints. Drawing Number Revision Description Date Detailed/Revised 1P55 0 PLATE 7/22/2016 E-22 0 ERECTION PLAN 7/22/2016 This material is being transmitted for the purpose listed below: For Field Use Remarks: Release 14 BP9 Field Fix If enclosures are not as noted,please notify at once. Ben's Structural Fabrication Copy To: Kristy Casper By: Matt Schilling (Dl) (D.2) -`a,16 IIvY{< 1 I B IOC IIa3, - 1RO�IItl24, I ((--) I I I ^ II ' — / BEN'S STRUCTURAL A L X0 Q FABRICATION<Ts k4 40 < s ,� 0 1 0 $ a Q o o �CERTIFIED Q "T - --- -- - - - - - - --- - -- ='� — B QI )ZFABRICATOR "!fes 1 RAM P9 FED ix)PLAN (BP O 475 PROGRESS , PHONE:320-261-8663 E-22 FWArTI PARK,MR 66387 FAR:320-261-8423 Rev II D,,,, a Dole 0 For Field Use(R14) 07/22/2016 5.5 I <=1ee> — (1121-2") RECOMENDATIONS FOR HANDLING AND ERECTING STERE. 1)CIEL1 QUANITTFS AND MARK NUMBERS AND CONDITION OF BEAMS, COLUMNS AND ACCESSORRS ON ARRIVAL.NOTE ON THE DELIVERY TEM ANY SORTMFSORDBCREEFIACES.BEMSWLL NOT BE LIABLE POR ANY SIIORTMFS ORDAMAGE NOT NOTED. 2)ERECTION MUST BE DOME W OH PLANS NOTED RIVAL PLANS REM TO ERECTION DRAWIN(R FOR ORIENTATION OF BEAMS AND COLUMNS.BEAMS ARE MARKED ON TOP ANDILER COLUMNS TENAVE DIRECTIONS NOT®.IEEI END OF BEAM IS EQUAL TO BOTTOMIEFI OF PAGE m .. AiigigM t MR)NTBENOTFBDATONLEFBEMf6.4EIDCROpOISCANNOT EEL DRESPONNLE Fat ANY FLERECTIONIa.4WM(a.BENS W BL NOT BE RETE FEE FFI.D R@ABte OR CHANGES == MADE WITHOUT PRIOR CONSENT. �— A ,ALL REEL MOOD BE ERECTED W COMPLIANCE m �i AND PLANS 7DBEUSED FOR F7ECDONOMX DRAvaNG cam Pgerde ERECTION PLAN }— " Stillwater HS&Pony AC 1°°.' Oak Park Heights,MN Mk ECTION- Evac'Kraus Anderson Construction %V Wiled Dumb, CEdby POKtl D,iJ �-�� NQ WIT 16411 I S S 8 8 1,4 )111 (4 S5 • FB43X/:1'6 0 07122!2016 For FWI on(814) REV DATE DESCRIPTION "tMCTIWE Maks HS&Pony AC Bars STRUCTURAL LtlCARGN. 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