Loading...
HomeMy WebLinkAbout12 BRAUN '! TEC Letter of Transmittal 12 The Science Yon Build On. Client: Stillwater Area Public Schools Project No: B1602671 Project Name: Stillwater High School Renovations and Additions Date: July 21,2016 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 Asphalt Tests Density Tests Samples 1-2 Tests 38-131 Samples P7-P10 Proctor Tests Sample 1-2 Sample P7-P10 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 Stillwater 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 Braun Intertec Corporation BRAUN 11001 Hampshire Avenue South Minneapolis,MN 55438 Phone:952.995.2000 Report No:ASP A110 004142,A1 Asphalt Test Report Issue No: 1. Client: Kristen Hoheisel Laboratory Results Reviewed by: Stillwater Area Public Schools Independent School District#834 So#k Stillwater,MN,55082 Project B1602671 Stillwater High School Renovations and Additions Sam Lundquist Stillwater BLVD N Oak Park Heights,MN, Laboratory Supervisor TR: Mark Flynn,mlIynnebraunintertec.com Date of Issue: 7/5/2016 Sample Details Particle Size Distribution Sample ID: W16-004142-A1 Method: MnDOT 1203-05" Alternate Sample ID: 1 Drying by: OVen Sampled By: Kyle Matheson Date Tested: 7/5/2016 Sampling Method: MnDOT-Roadway Before Compaction Date Sampled: 6/29/2016 Date Submitted: 6/30/2016 Specification: SPWEA340(R)-MnDOT 2360 Sieve Size %Passing Limits Supplier. Commercial Asphalt %In(19.0mm) 100 100 Plant No: Commercial Asphalt-Red Rock 'r4in(12.5mm) 95' 97-100 Mix No: 0-2012-023 3/8in(9.5mm) 89 85-100 Sample Location: N Parking Lot No.4(4.75mm) 75 25-90 No.8(2.36mm) 59 20-70 No.16(1.18mm) 43 Other Test Results No.30(600pm) 30 Description Method Result Limits No.50(300pm) 16 Finer 75gm(Washing Only)(%) MnDOT 1203-05" 4.4 No.100(150pm) 7 Test Method MnDOT 1853-07^ A No.200(75pm) 4.8 2-7 Test Temperature(°C) 482 Mix Correction Factor 0.26 Asphalt Content(%) 5.7 Date Tested 7/1/2016 Chart •• 1. 1 � M, ... ....! ._ ._.. .. �r -.. .. .._ f � 1 1 •# # is l ! i i h i ComMeit& •=Result does not meet the specification A Only ASTM and AASHTO equivalent test methods are covered by our cu hent ISO accreditation. ronm Nos WM,Report Na:ASP:W1s.004 42•A1 0 20002011 OESTLab by spedsOESToom Page 1 of 1 Braun Intertec Corporation BRAUN 11001 Hampshire Avenue South Minneapolis,MN 55438 Phone:952.9952000 Report No:ASIP:W16-004142-A2 Asphalt Test Report issue No: 1 Client: Kristen Hoheisel Laboratory Results Reviewed by: Stillwater Area Public Schools Independent School District#834 Stillwater,MN,55082 Project: B1602671 Stillwater High School Renovations and Additions Sam Lundquist Stillwater BLVD N Oak Park Heights,MN, Laboratory Supervisor TR: Mark Flynn,mflynn@braunintertec.com Date of Issue: 7/6/2016 Sample Details Particle Size Distribution Sample ID: W16-004142-A2 Method: MnDOT 1203-05" Alternate Sample ID: 2 Drying by: Oven Sampled By: Kyle Matheson Date Tested: 7/6/2016 Sampling Method: MnDOT-Roadway Before Compaction Date Sampled: 6/29/2016 Date Submitted: 6/30/2016 Specification: SPNWB330(R)-MnDOT 2360 Sieve Size %Passing Limits Supplier: Commercial Asphalt lin(25.0mm) 100 100 Plant No: Commercial Asphalt-Red Rock %in(19.0mm) 100 97—IN Mix No: 0-2015-040 %in(12.5mm) 93 85-loo Sample Location: N Parking Lot 3/8in(9.5mm) 87 35—90 No.4(4.75mm) 72 30—80 Other Test Results No.8(2.36mm) 56 25—65 No.16(1.18mm) 42 Description Method Result Limits No.30(600pm) 29 Finer 75pm(Washing Only)(%) MnDOT 1203-05" 4.1 No.50(300pm) 15 Test Method MnDOT 1853-07" A No.100(150pm) 7 Test Temperature(°C) 482.0 No.200(75pm) 4.4 2—7 Mix Correction Factor 0.61 Asphalt Content(%) 5.2 Date Tested 7/5/2016 Chart • F ' ! ! ! 3 8 ! sw Comments.— A Only ASTM and AASHTO equivalent test methods are covered by our current ISO accreditation. The test results meet the above referenced specifications. Form No:10979,Report No ASP:W18-004142,A2 C 2000401f QESri so by SpcesOEST.corn Page 1 of 1 Brawl intertec Corporation j BRAUN 11001 Hampshire Avenue South J_ Minneapolis,MN 55438 Phone:952.995.2000 Report No:PTR:W16•003618 S1" Proctor Report Issue No: 1 Client Kristen Hoheisel Laboratory Results Reviewed by: Stillwater Area Public Schools Independent School District#834 Stillwater,MN,55082 //‘.0.--- /�'� 0�. '-ot‘I'410 .' Project B1602671 Stillwater High School Renovations and Additions Stillwater BLVD N ran Oak Park Heights,MN, Engineering Technician II TR: Mark Flynn,mtlynn@traunintertec.com Date of Issue: 6/22/2016 sample Details Sample ID: W16-003618-S1 Alternate Sample ID: P-07 Date Sampled: 6/21/2016 Date Submitted: 6/21/2016 Sampled By: Kyle Matheson Sampling Method: Source: Onsite material Material: Silty Sand Specification: Location: Zone 1 to 3,Wall Backfill Date Tested: 6/22/2016 Dry Density-Moisture Content Relationship Test Results 0%Air Voids ASTM D 898-07 Maximum Dry 128.2 Dry Densly(lbuft') Density(Ibf/ft8): \ Corrected Maximum 128.2 128.0- \ • Dry Density(Ibf/ft3): Optimum Moisture 8.8 127.0 \` Content(%): 11 Corrected Optimum 8.8 128.0- \ Moisture Content (%): 125,0- \ Method: B Preparation Method: Moist 124.0• `\ Rammer Type: Hand round \ Specific Gravity(Fines): 2.85 12210- \ Specific Gravity Method: Assumed - \ Retained Sieve 3/8"(9.5mm)3 122.0- (%): Passing Sieve 3/8"(9.5mm) 97 121.0- (%): Visual Description: SM Silty Sand,fine-medium 120.0- \ grained.brown 119.0 1 1 1 , , I , , 5 8 7 8 9 10 11 12 13 14 15 Moisture Content(%) Comments - P-200-31% Phase 1 Farm NO:110031.Rood No:PtrtW 18-003818-e, 02000.7011 OESTLab by Sp.ci5OESTcDm Page 1 of 1 ',. Braun intertec Corporation BRAUN 11001 Hampshire Avenue South Minneapolis,MN 55438 Phone:952.9952000 Report No:PTR:W16-003812-S1 Proctor Report issue No: 1 Client: Kristen Hoheisel Laboratory Results Reviewed by: Stillwater Area Public Schools Independent School District#834 Stillwater,MN,55082 /ev Project: B1602671A Stillwater High School Renovations and Additions Stillwater BLVD N Kanhai Seokaran Oak Park Heights,MN, Engineering Technician li TR: Mark Flynn,mflynn©braunintertec.com Date of Issue: 6/24/2016 Sample Details Sample ID: W16-003812-S1 Alternate Sample ID: P-08 Date Sampled: 6/23/2016 Date Submitted: 6/23/2016 Sampled By: Zach Singer Sampling Method: Source: Onsite material Material: Silty Sand Specification: Location: Plumbing Trench Backfill by Door 195 Date Tested: 6/24/2016 Dry Density-Moisture Content Relationship Test Results 0%Air Voids ASTMD698-07 Maximum Dry 124.4 Dry Density(bf/ft3) Density(Ibf/ft3): 125.0 Corrected Maximum 124.4 Dry Density(Ibflf'): 124.0 Optimum Moisture 8.4 Content(%): Corrected Optimum 8.4 123 0 Moisture Content (%): 122.0 Method: B Preparation Method: Moist Rammer Type: Hand round lzto Specific Gravity(Fines): 2.65 Specific Gravity Method: Assumed Retained Sieve 3/8"(9.5mm)4 120,0 (%): Passing Sieve 3/8"(9.5mm) 98 (%): 119 0 , Visual Description: SM Sifly Sand,fine-medium grained brown 118 0 3 4 5 8 7 8 9 10 11 12 13 14 15 Moisture Content(%) comments-_____ P-200=21% Form Nee 110031,Report Na PTRw16.003812.S1 02000-2011 QESTLab by Snec*eOEST.born Page 1 of 1 Braun Intertec Corporation BRAUN 11001 Hampshire Avenue South Minneapolis,MN 55438 Phone:952.995.2000 Report No:PTR:W16"003951.81 Proctor Report issue No: Client: Kristen Hohelsel Laboratory Results Reviewed by: Stillwater Area Public Schools Independent School District#834 Stillwater,MN,55082 /�vl$ .--- ` Project -- . .- 81602671 , A Stillwater High School Renovations and Additions Kanhai Seokaran Stillwater BLVD N Oak Park Heights,MN, I Engineering Technician II TR: Mark Flynn,mflynn@braunlntertec.com Date of Issue: 6/28/2016 Sample Details Sample ID: W16-003951-S1 Alternate Sample ID: P-09 Date Sampled: 6/27/2016 Date Submitted: 6/27/2016 Sampled By: David Kein Sampling Method: Source: Onsite material Material: Silty Sand Specification: Location: Manhole 21,40'W Date Tested: 6/28/2016 Dry Density-Moisture Content Relationship Test Results 0%Air Voids ASTM D 898-07 Maximum Dry 126.9 Dry Density(e f/fr) Density(Ibf/ft3): 1270 \, . Corrected Maximum 126.9 1 Dry Density(Ibf/fN): 125.0 - \ Optimum Moisture 9.4 \ Content(%): \, Corrected Optimum 9.4 125 0 1 Moisture Content \ (%): \ Method: B 124.0 1` Preparation Method: Moist . Rammer Type: Hand round 1as.c Specific Gravity(Fines): 2.85 Specific Gravity Method: Assumed Retained Sieve 3/8"(9.5mm)3 122.0 (%): Passing Sieve 3/8"(9.5mm) 97 (%): 121.0 ` Visual Description: SM Silty Sand,fine-medium \ grained,brown t 120.0 6 7 8 9 10 11 12 13 14 15 Moisture Content(%) -Comments — __ P-200-25% Form No:110031.Report No:PTtw16003951.S1 02000.20110ESfUbbySpearaOESTaom Paget of 1 I Y Braun Intertec Corporation BRAUN 11001 Hampshire Avenue South Minneapolis,MN 55438 I l t k T 1 Phone:952.995.2000 Report No:PTR:W16-004322-S1 Proctor Report Issue No: 1 Client: Kristen Hoheisel Laboratory Results Reviewed by: Stillwater Area Public Schools Independent School District 41834s ,.4,‘iiii. fio, ,' Stillwater,MN,55082 Jtiv..- . Project: B1602671 Stillwater High School Renovations and Additions Kanhai Seokaran Stillwater BLVD N Oak Park Heights,MN, Engineering Technician II TR: Mark Flynn,mflynn@braunintertec.com Date of Issue: 7/6/2016 Sample Details Sample ID: W16-004322-S1 Alternate Sample ID: P-10 Date Sampled: 7/5/2016 Date Submitted: 7/5/2016 Sampled By: Kyle Matheson Sampling Method: Source: Onsite material Material: Silty Sand Specification: Location: Interior Zone 3 Date Tested: 7/6/2016 Dry Density- Moisture Content Relationship Test Results 0%Air Voids ASTM D 698-07 Maximum Dry 127.2 Dry Densly(Ibf/ft') Density(Ibf/ft'): 129.0- , Corrected Maximum 127.2 127° ' 1\ Dry Density(Ibf/ft'): Optimum Moisture 9.1 Content(%): 128 0. � Corrected Optimum 9.1 \ Moisture Content 125 0- .` (%): Method: B y Preparation Method: Moist 124 0 \\ Rammer Type: Hand round 1 Specific Gravity(Fines): 2.65 1 z3 o ` Specific Gravity Method: Assumed \ Retained Sieve 3/8"(9.5mm)2 \ (%): 122.0- A,� Passing Sieve 3/8"(9.5mm) 98 - \ (%): 121 0 \ Visual Description: SM Silty Sand,fine-medium \ grained,brown 120.0 1 • . I , 1 . 1 , . / 1 . • 1 --1 5 9 7 8 9 10 11 12 13 14 Moisture Content(%) Comments- - _ __. __ ----- P-2021%P-2021% Phase 1 Farm No:110031.Report No:PTRY118-004322431 92000.2011 QES1Lss by SpecpsOEST oom Page 1 of 1 BRAUN Field Compaction Client: Project: INTERTEC Report Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Renovations and Report Date:7/18/2016 1826&,ansa Road Test Method:ASTM D6938 St Paul,MN 55117 Additions Saint Paw,MN 55110 Stillwater BLVD N Phone:651-087-3245 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 (%) (pcf) (%) (pcf) (In) Compaction (%) Remark 85 6/22/16 P-02 STD B SP-SM 11.9 123.1 14.8 114.2 12 93 95 B 86 6/22/16 P-02 STD B SP-SM 11.9 • 123.1 14.6 111.5 12 91 95 B 87 6/23/16 P-02 STD B SP-SM 11.9 123.1 7.3 153.9 12 125 100 A 88 6/23/16 P-02 STD B SP-SM 11.9 123.1 7.2 123.2 12 100 100 A 89 6/23/16 P-08 STD B SM 8.4 124.4 4.7 115.4 12 93 98 B 90 6/23/16 P-08 STD B SM 8.4 124.4 4.4 114.4 12 92 98 B 91 6/23/16 P-08 STD B SM 8.4 124.4 8.4 112.5 12 90 98 B 92 6/23/16 P-01 STD A SP 12.9 114.7 3.9 _ 121.8 12 106 98 A Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 85 Structural Fill:Interior Wall Backfill:At Grids B-8 96.0 top of wall=100 Troxler 3430 37553 Kein,David , 86 Structural Fill:Interior Wall Backfill:At Grids C.1-8 96.0 top of wall=100 Troxler 3430 37553 Kein,David 87 Utility Trench Backfill: Storm Sewer:85'N 3'E of man hole 18 98.5 FE=100 Troxier 3430 23055 Singer,Zach 88 Utility Trench Backfill: Storm Sewer:18'N 3'W of man hole 18 98.0 FE=100 Troxler 3430 23055 Singer,Zech 89 Utility Trench Backfill: Plumbing:50'N 12'W of door 19S 100.0 FE=100 Troxier 3430 23055 Singer,Zach 90 Utility Trench Backfill: Plumbing:51'N 12'W of door 19S 100.0 FE=100 Troxier 3430 23055 Singer,Zech 91 Utility Trench Backfill: Plumbing:51'N 12'W of door 19S 98.5 FE=100 Troxler 3430 23055 Singer,Zach 92 Sub-base Fill::51'N 12'W of door 19S 98.5 FE=100 Troxler 3430 23055 Singer,Zach Remarks Comments Related Tests B:Test results do not 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 A:Test results comply with specifications i II Page 1 of 6 BRAUN Field Compaction Client: Project: I NTE RTEC Report Stillwater Area Public Schools 61602671 1381 North Rice Street Stillwater High School Renovations and Report Date:7/18/2016 1826 Buerkle Road Test Method:ASTM D6938 St Paul,MN 55117 Additions Saint Paul,MN 55110 Stillwater BLVD N Phone: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 it Of Date Proctor ID Method Classification (%) (pcf) (%) (pcf) (in) Compaction (%) Remark 93 6/23/16 P-01 STD A SP 12.9 114.7 2.5 118.0 12 103 98 A 94 6/23/16 P-01 STD A SP 12.9 114.7 3.1 119.3 12 104 98 A 95 6/23/16 P-01 STD A SP 12.9 114.7 3.3 124.0 12 108 98 A 96 6/23/16 P-01 STD A SP 12.9 114.7 3.5 115.5 12 101 98 A 97 6/24/16 P-02 STD B SP-SM 11.9 123.1 6.3 118.3 12 96 95 A 98 6/24/16 P-02 STD B SP-SM 11.9 123.1 5.9 122.3 12 99 95 A 99 6/27/16 P-09 STD B _ SM 9.4 126.9 10.4 116.2 _ 12 92 95 B 100 6/27/16 P-09 STD B SM 9.4 126.9 9.7 116.5 12 92 100 B Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 93 Sub-base Fill::150'W of NE corner of long rump pad 100.0 FE=100 Troxler 3430 23055 Singer,Zach 94 Sub-base Fill::150'5 30'W of NE corner of long rump pad 100.0 FE=100 Troxler 3430 23055 Singer,Zach 95 Sub-base Fill::300'S 30'W of NE corner of long rump pad 100.0 FE=100 Troxler 3430 23055 Singer,Zach 96 Sub-base Fill::300'S 30'W of NE corner of long rump pad 100.0 FE=100 Troxler 3430 23055 Singer,Zech 97 Utility Trench Backfill: Storm Sewer:3 ft South of manhole 19 96.0 100=top of manhole Troxler 3430 33411 Kein,David 98 Utility Trench Backfill: Storm Sewer:10 ft North of manhole 20 96.0 100=top of manhole Troxler 3430 33411 Kein,David 99 Utility Trench Backfill: Storm Sewer:20 ft west of manhole#21 95.0 top of manhole=100 Troxler 3430 33415 Kein,David 100 Utility Trench Backfill: Storm Sewer:40 ft west of manhole#21 100.0 top of manhole=100 Troxler 3430 33415 Kein,David 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 B:Test results do not comply with specifications Page 2 of 6 BRAUN Field Compaction Client: Project: I NTE RTEC Report Stillwater Area Public Schools B1602671 "'dam""B1Q 1381 North Rice Street Stillwater High School Renovations and Report Date:7/18/2016 18269uende RoadSt Paul,MN 55117 Additions Saint Paul,MN 55110 Test Method:ASTM D6938 Stillwater BLVD N Phone.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 a Of Date Proctor ID Method Classification (%) (pcf) (%) (pct) (in) Compaction (%) Remark 101 6/28/16 P-10 STD B SM 9.1 127.2 7.9 121.7 12 96 95 A 102 6/28/16 P-10 STD B SM 9.1 127.2 8.1 123.1 12 97 95 A 103 6/28/16 P-10 STD B SM 9.1 127.2 10.2 119.7 12 94 95 B 104 6/29/16 P-10 STD B SM 9.1 127.2 10.2 125.0 12 98 98 A 105 6/29/16 P-04 STD A ML 11.2 120.4 11.0 118.4 12 98 98 A 106 7/5/16 P-10 STD B SM 9.1 127.2 7.6 118.3 12 93 98 B 107 7/5/16 P-10 STD B SM 9.1 1272 6.9 119.5 12 94 98 B 108 91 7/6/16 _ P-08 STD B SM 8.4 124.4 9.5 122.0 12 98 98 A Test Information Gauge Test 4 Test Location Elevation Reference Make/Model/SN Field Technician 101 Structural Fill:Exterior Wall Backfill:At grids 1.3-13 98.0 top of wall=100 Troxler 3430 37553 Kein,David 102 Structural Fill:Exterior Wall Backfill:At grids E.05-12.1 98.0 top of wall=100 Troxler 3430 37553 Kein,David 103 Structural Fill:Exterior Wall Backfill:At grids E.05-10 98.0 top of wall=100 Troxler 3430 37553 Kein,David 104 Structural Fill:Interior Wall Backfill:at grids D.5-12.6 99.0 top of wall=100 Troxler 3430 Plus 70218 Kein,David 105 Structural Fill:Interior Wall Backfill:at grids E.15-10 99.0 top of wall=100 Troxler 3430 Plus 70218 Kein,David 106 Structural Fill:Interior Wall Backfill:Northwest exterior corner of elevator pit. 97.0 Top of wall=100 Troxler 3430 33411 Kein,David 107 Structural Fill:Interior Wall Backfill:Southwest exterior corner of elevator pit. 97.0 Top of wall=100 Troxler 3430 33411 Kein,David 108 Utility Trench Backfill: Plumbing:51'N 12'W of door 19S 98.5 FE=100 Troxler 3430 23055 Singer,Zech 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 a Related Test N Test Type B:Test results do not comply with specifications Page 3 of 6 • BRAUN Field Compaction Client: Project: INTERTEC Report Stillwater Area Public Schools B1602671 Shetd®1be°e°e0" 1381 North Rice Street Stillwater High School Renovations and Report Date:7/18/2016 1826 Buerkle Road Test Method:ASTM D6938 St Paul,MN 55117 Additions Saint Paul,MN 55110 Stillwater BLVD N Phare:551-487-3245 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 (%) (pcf) (%) (pcf) (in) Compaction (%) Remark 109 90 7/6/16 P-08 STD B SM 8.4 124.4 8.9 122.5 12 98 98 A 110 7/6/16 P-08 STD B SM 8.4 124.4 8.1 121.8 12 98 98 A 111 7/6/16 P-08 STD B SM 8.4 124.4 8.0 113.6 12 91 98 B 112 7/7/16 P-10 STD B SM 9.1 127.2 10.6 124.1 12 98 98 A 113 7/7/16 P-10 STD B SM 9.1 127.2 9.3 127.3 12 100 98 A 114 7/7/16 P-10 STD B SM 9.1 127.2 8.4 126.7 12 100 98 A 115 111 7/7/16 P-08 STD B SM 8.4 124.4 9.2 121.3 12 98 98 A 116 7/7/16 P-08 STD B SM 8.4 124.4 8.4 121.3 12 98 98 A Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 109 Utility Trench Backfill: Plumbing:51'N 12'W of door 19S 100.0 FE=100 • Troxler 3430 23055 Singer,Zach 110 Utility Trench Backfill: Plumbing:33'N 6'E of door 19S 100.0 FE=100 ▪ Troxler 3430 23055 Singer,Zach 111 Utility Trench Backfill: Plumbing:In room C104 8'N of the E door 100.0 FE=100 ▪ Troxler 3430 23055 Singer,Zach 112 Structural Fill:Exterior Wall Backfill:Elevator wall backfill,grid C.5-4.3. 98.0 FFE=100 Troxler 3430 33415 Mount,Trevor 113 Structural Fill:Exterior Wall Backfill:Elevator wall backfill,grid C.5-4.5. 99.0 FFE=100 Troxler 3430 33415 Mount,Trevor 114 Structural Fill:Exterior Wall Backfill:Elevator wall backfill,grid C.5-4.3. 99.0 FFE=100 Troxler 3430 33415 Mount,Trevor 115 Utility Trench Backfill: Plumbing:In room C104 8'West of the North door. 100.0 FE=100 Troxler 3430 23055 Singer,Zach 116 Utility Trench Backfill: Plumbing:In room C104 12'West 60'South of the North door. 100.0 FE=100 • Troxler 3430 23055 Singer,Zach 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 B:Test results do not comply with specifications Page 4 of 6 BRAUN Field Compaction Client: Project: INTERTEC Report Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Renovations and Report Date:7/18/2016 laza euedde Road Test Method:ASTM D6938 St Paul,MN 55117 Additions Saint Paul.MN 55110 Stillwater BLVD N Phone.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 (%) Well (%) (pcf) (In) Compaction (%) Remark 117 7/7/16 P-08 STD B SM 8.4 124.4 9.9 121.9 12 98 98 A 118 7/7/16 P-08 STD B SM 8.4 124.4 7.7 121.4 12 98 98 A 119 106 7/7/16 P-10 STD B SM 9.1 127.2 8.4 126.9 12 100 98 A i i 120 107 7/7/16 P-10 STD B SM 9.1 127.2 7.5 126.5 12 99 98 A 121 85 7/7/16 P-10 STD B SM 9.1 127.2 8.1 125.7 12 99 98 A 122 86 7/7/16 P-10 STD B SM 9.1 127.2 9.1 125.2 12 98 98 A , 123 103 7/7/16 P-10 STD B SM 9.1 127.2 8.3 124.5 12 98 95 A 124 7/11/16 P-02 STD B SP-SM 11.9 123.1 9.9 119.9 12 97 95 A Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 117 Utility Trench Backfill: Plumbing:In room C10418'West 30'South of the North door. 100.0 FE=100 Troxler 3430 23055 Singer,Zach 118 Utility Trench Backfill: Plumbing:25'N 2'W from the north entryway door into room 100.0 FE=100 Troxler 3430 23055 Singer,Zach 119 Structural Fill:Interior Wall Backfill:Northwest exterior corner of elevator pit. 97.0 Top of wall=100 Troxler 3430 33415 Matheson,Kyle 120 Structural Fill:Interior Wall Backfill:Southwest exterior corner of elevator pit. 97.0 Top of wall=100 Troxler 3430 33415 Matheson,Kyle 121 Structural FIII:Interior Wall Backfill:At Grids B-8 96.0 top of wall=100 Troxler 3430 33415 Matheson,Kyle 122 Structural Fill:Interior Wall Backfill:At Grids C.1-8 96.0 top of wall=100 Troxler 3430 33415 Matheson,Kyle 123 Structural Fill:Exterior Wall Backfill:At grids E.05-10 98.0 top of wall=100 Troxler 3430 33415 Matheson,Kyle 124 Structural Fill:Exterior Wall Backfill:At grids A-2 93.0 top of pier=100 Troxler 3430 24546 Kein,David I 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 I Page 5 of 6 i BRAUN Field Compaction Client: Project: I NTE RTEC Report Stillwater Area Public Schools B1602671 1e°tlae9be`0°0i 1381 North Rice Street Stillwater High School Renovations and Report Date:7/18/2016 1826 Buerkle Road Test Method:ASTM D6938 St Paul,MN 55117 Additions Saint Paul,MN 55110 Stillwater BLVD N Phone: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 (%) (pcf) (%) (pcf) (In) Compaction (%) Remark 125 7/11/16 P-02 STD B SP-SM 11.9 123.1 10.4 117.2 12 95 95 A 126 7/11/16 P-11 STD B SM 11.3 119.0 7.1 116.3 12 98 98 A 127 7/11/16 P-11 STD B SM 11.3 119.0 6.8 121.4 12 102 98 A 128 7/11/16 P-11 STD B SM 11.3 119.0 7.4 114.7 12 96 95 A 129 7/12/16 P-11 STD B SM 11.3 119.0 8.9 118.9 12 100 98 A 130 7/12/16 P-11 STD B SM 11.3 119.0 9.3 120.1 12 101 98 A 131 7/12/16 P-11 STD B SM 11.3 119.0 8.9 114.7 12 96 95 A Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 125 Structural Fill:Exterior Wall Backfill:At grids C-2 93.0 top of pier=100 Troxler 3430 24546 Kein,David 126 Structural Fill:Interior Wall Backfill:At grids C*-2* 100.0 top of wall=100 Troxler 3430 24546 Kein,David 127 Structural Fill:Interior Wall Backfill:At grids C*-10* 100.0 top of wall=100 Troxler 3430 24546 Kein,David 128 Structural Fill:Exterior Wall Backfill:At grids A*-12* 100.0 top of wall=100 Troxler 3430 24546 Kein,David 129 Structural Fill:Interior Wall Backfill:At grids C*-2' 100.0 top of wall=100 Troxler 3430 27397 Kein,David 130 Structural Fill:Interior Wall Backfill:At grids C`-10* 100.0 top of wall=100 Troxler 3430 27397 Kein,David 131 Structural Fill:Exterior Wall Backfill:At grids A*-12* 100.0 top of wall=100 Troxler 3430 27397 Kein,David 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 "f" .e.----"---45''''''Cr-f------- Mark Flynn 07/18/2016 Page 6 of 6 i 1 I BRAUN Field Compaction Client: Project: INTERTEC Report Kraus-Anderson Construction Company B1602495 8625 Rendova Street NEPO Box 158 Stillwater New Elementary School Report Date:7/18/2016 1826 Booede RoadCircle Pines,MN 55014 Brookview Road Saint Paul,MN 66110 Teat Method:ASTM D6938 Phone:651-487-3245 Woodbury,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) (%) (pct) (in) Compaction (%) Remark 38 6/25/16 P-01 STD B SC 9.0 130.7 5.7 130.3 12 100 95 A 39 6/25/16 P-02 STD B CL 10.9 124.5 7.5 125.1 12 100 95 A 40 6/25/16 P-02 STD B CL 10.9 1 124.5 10.0 121.5 12 98 98 A 41 6/25/16 P-02 STD B CL 10.9 124.5 8.2 123.7 12 99 98 A li 42 6/27/16 P-02 STD B CL 10.9 124.5 8.6 121.5 12 98 98 A 43 6/27/16 P-02 STD B CL 10.9 124.5 10.3 123.8 12 99 98 A 44 6/27/16 P-03 STD B SM 9.9 128.4 9.3 125.3 12 98 98 A 45 _ 6/28/16 P-02 STD B CL 10.9 124.5 7.6 120.3 12 97 95 A Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 38 Structural Fill:Exterior Wall Backfill:At grids 18.2-D 99.0 top of wall=100 Troxler 3430 37553 Kein,David 39 Structural Fill:Exterior Wall Backfill:At grids 15.1-D.1 99.0 top of wall=100 Troxler 3430 37553 Kein,David 40 Structural Fill:Interior Wall Backfill:At grids 17.3-C 99.0 Top of wall=100 Troxler 3430 37553 Kein,David I 41 Structural Fill:Interior Wall Backfill:At grids 17.9-E.1 99.0 Top of wall=100 Troxler 3430 37553 Kein,David I 42 Structural Fill:Footing Backfill:At grids 14-C 100.0 top of footing=100 Troxler 3430 33415 Kein,David I 43 Structural Fill:Footing Backfill:At grids 14-D 100.0 top of footing=100 Troxler 3430 33415 Kein,David 44 Structural Fill:Footing Backfill:At grids 14-E.5 100.0 top of footing=100 Troxler 3430 33415 Kein,David 45 Structural Fill:Exterior Wall Backfill:Exterior of Northeast corner of Section B _ 99.0 top of wall=100 Troxler 3430 37553 Kein,David 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 Page 1 o14 1 • BRAUN Field Compaction Client: Project: INTERTEC Report Kraus-Anderson Construction Company B1602495 '"e°tlo1bnDtl040a 8625 Rendova Street NEPO Box 158 Stillwater New Elementary School Report Date:7/18/2016 1826 Sued,le Road Test Method:ASTM D6938 Circle Pines,MN 55014 Brookview Road Saint Paul,MN 55110 Woodbury,MN Phone:651-487-3245 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) (%) (pcf) (in) Compaction (%) Remark 46 6/28/16 P-02 STD B CL 10.9 124.5 10.6 121.4 12 98 98 A 47 6/30/16 P-02 STD B CL 10.9 124.5 10.9 123.2 12 99 98 A 48 6/30/16 P-03 STD B SM 9.9 128.4 10.3 126.4 12 98 98 A 49 7/1/16 P-03 STD B SM 9.9 128.4 10.3 127.3 12 99 98 A 50 7/1/16 P-03 STD B SM 9.9 128.4 12.1 125.7 12 98 98 A 51 7/1/16 P-03 STD B SM 9.9 128.4 10.6 127.7 12 99 98 A 52 7/1/16 P-03 STD B SM 9.9 128.4 10.4 127.4 12 99 98 A 53 7/1/16 P-03 STD B SM 9.9 128.4 10.6 123.1 12 96 95 A Test Information Gauge Test# Test Location Elevation Reference Make!Model/SN Field Technician 46 Structural Fill:Interior Wall Backfill:Interior of Northeast corner of Section B 99.0 top of wall=100 • Troxler 3430 37553 Kein,David 47 Structural Fill:Interior Wall Backfill:At grids F.7-9.5 100.0 FE=100 Troxler 3430 28685 Singer,Zach 48 Structural Fill:Interior Wall Backfill:At grids F.7-8.5 • 100.0 FE=100 Troxler 3430 28685 Singer,Zach 49 Structural Fill:Interior Wall Backfill:At grids K.5-6 98.5 FE=100 Troxler 3430 33415 Singer,Zach 50 Structural Fill:Interior Wall Backfill:At grids K.7-5 98.5 FE=100 Troxler 3430 33415 Singer,Zach 51 Structural Fill:Interior Wall Backfill:At grids M.8-3.2 100.0 FE=100 Troxler 3430 33415 Singer,Zach 52 Structural Fill:Interior Wall Backfill:At grids J.2-1.4 100.0 FE=100 • Troxler 3430 33415 Singer,Zach 53 Structural Fill:Exterior Wall Backfill:At grids F-6.3 • 100.0 FE=100 Troxler 3430 33415 Singer,Zach 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 Page 2 of 4 BRAUN Field Compaction Client: Project: INTERTEC Report Kraus-Anderson Construction Company B1602495 8625 Rendova Street NEPO Box 158 Stillwater New Elementary School Report Date:7/18/2016 1826 Suede Road Test Method:ASTM D6938 Circle Pines,MN 55014 Brookview Road Saint Paul,MN 55110 - Woodbury,MN Phone:651-487-3245 Test Results Optimum Maximum In Place In Place Probe 1 Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Min Comp. Test# Of Date Proctor ID Method Classification (%) (pcf) (%) (pcf) (in) Compaction (%) Remark 54 7/1/16 P-03 STD B SM 9.9 128.4 9.8 128.9 12 100 98 A 55 7/1/16 P-03 STD B SM 9.9 128.4 10.9 123.4 12 96 95 A 56 7/1/16 P-03 STD B SM 9.9 128.4 10.1 126.1 12 98 98 A 57 7/5/16 P4)1 STD B SC 9.0 130.7 8.2 128.8 12 99 98 A 58 7/5/16 P-01 STD B SC 9.0 130.7 8.1 127.7 12 98 98 A 60 7/5/16 P-02 STD B CL 10.9 124.5 9.9 122.7 12 99 98 A 61 7/5/16 P-03 STD B SM 9.9 128.4 10.0 128.4 12 100 98 A 62 7/5/16 P-01 STD B SC 9.0 130.7 9.1 129.1 12 99 98 A Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 54 Structural Fill:Interior Wall Backfill:At grids F-5.7 100.0 FE=100 Troxler 3430 33415 Singer,Zech 55 Structural Fill:Exterior Wall Backfill:At grids F.3-11.6 100.0 FE=100 Troxler 3430 33415 Singer,Zach 56 Structural Fill:Interior Wall Backfill:At grids F.7-11.6 100.0 FE=100 Troxler 3430 33415 Singer,Zach 57 Structural Fill:Interior Slab:At grids J.3-7.5 100.0 FSG=100 Troxler 3430 Plus 70216 Singer,Zach 58 Structural Fill:Interior Slab:At grids L-10 100.0 FSG=100 Troxler 3430 Plus 70216 Singer,Zech 60 Structural Fill:Interior Wall Backfill:At grids L-6.5 100.0 FSG=100 Troxler 3430 Plus 70216 Singer,Zech 61 Structural Fill:Interior Wall Backfill:At grids K.9-5 100.0 FE=100 Troxler 3430 Plus 70216 Singer,Zach 62 Structural Fill:Interior Wall Backfill:At grids C.5-13.1 100.0 FE=100 Troxler 3430 Plus 70216 Singer,Zech 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 Page 3 of 4 I r BRAUN Field Compaction Client: Project: INTERTEC Report Kraus-Anderson Construction Company B1602495 TM�TM�� 8625 Rendova Street NEPO Box 158 Stillwater New Elementary School Report Date:7/18/2016 Circle Pines,MN 55014 Brookview Road 1828 Buadda toad Test Method:ASTM D6938 Saint Paul,MN 65110 Woodbury,MN Phone 851-487-3245 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) (%) (pcf) (in) Compaction (%) Remark 63 7/8/16 P-04 STD B SP 11.4 120.9 11.5 121.8 12 101 98 A 64 7/8/16 P-04 STD B SP 11.4 120.9 12.8 118.6 12 98 98 A 65 7/8/16 P-04 STD B SP 11.4 120.9 12.1 118.9 12 98 98 A 66 7/15/16 P-03 STD B SM 9.9 128.4 12.8 124.5 12 97 95 A 67 7/15/16 P-03 STD B SM 9.9 128.4 10.7 127.7 12 99 98 A 68 7/15/16 P-03 STD B SM 9.9 128.4 11.3 125.8 12 98 98 A Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 63 Structural Fill:Interior Wall Backfill:At grids 14-A 100.0 Top of wall=100 Troxier 3430 33411 Kein,David 64 Structural Fill:interior Wall Backfill:At grids 15-A 100.0 Top of wall=100 Troxler 3430 33411 Kein,David 65 Structural Fill:Interior Wall Backfill:At grids 16-A 100.0 Top of wall=100 Troxler 3430 33411 Kein,David 66 Utility Trench Backfill: Plumbing:Utility backfill,grid K.8-1.2. 96.0 FFE=100 Troxier 3430 33415 Mount,Trevor 67 Utility Trench Backfill: Plumbing:Utility backfill,grid K.2-1.9. 98.0 FFE=100 Troxler 3430 33415 Mount,Trevor 68 Utility Trench Backfill: Plumbing:Utility backfill,grid K.8-2. 98.0 FFE=100 Troxler 3430 33415 Mount,Trevor 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 "/". ..e.--"---(9-C.--;-----f----- Mark Flynn 07/18/2016 Page 4 of 4