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INTERTEC
The Science You Build On. Letter of Transmittal 23
Client: Stillwater Area Public Schools Project No: B1602671
Project Name: Stillwater High School Renovations and Additions
Date: August 24, 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
Asphalt Tests
Structural Steel Report 7
Copy List
Dustin Phillips,Kraus-Anderson Construction Company Jared Olson, BKBM Engineers
Jeff Moore,Kraus-Anderson Construction Company Julie Hultman,City of Oak Park Heights
Kristy Casper,Kraus-Anderson Construction Company Aaron Fields, BWBR Architects, Inc.
Jack Bronczyk,Kraus-Anderson Construction Company
Randy LaFaive, Market&Johnson
Michael Smunty, BWBR Architects, Inc.
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
IN-EF'-E_
Minneapolis,MN 55438
Phone:952.995.2000
Report No:ASP:w1e.005503a1
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
Stillwater BLVD N Sam Lundquist
Oak Park Heights,MN, Laboratory Supervisor
TR: Mark Flynn,mflynn@braunintertec.com Date of Issue: 8/2/2016
Sample Details Particle Size Distribution
Sample ID: W16-005503-A1 Method: MnDOT 1203-054
Alternate Sample ID: Drying by: Oven
Sampled By: Nathan Thomas Date Tested: 8/2/2016
Sampling Method: ASTM D979/AASHTO 1168-Roadway Before Compaction
Date Sampled: 7/28/2016
Date Submitted: 7/29/2016
Specification: SPNWB330(R)-MnDOT 2360 Sieve Size %Passing Limits
Supplier: Commercial Asphalt 1 in(25.0mm) 100 100
Plant No: Commercial Asphalt-Red Rock %in(19.0mm) 100 97-100
Mix No: 0-2015-040 %In(12.5mm) 95 85-100
Sample Location: Water Collection System Area 3/8in(9.5mm) 89 35-90
No.4(4.75mm) 75 30-80
Other Test Results No.8(2.36mm) 58 25-65
No.16(1.18mm) 42
Description Method Result Limits No.30(600pm) 28 I
Finer 75pm(Washing Only)(%) MnDOT 1203-05" 4.6 No.50(300pm) 15
Test Method MnDOT 1853-07^ A No.100(150pm) 8
Test Temperature(°C) 482.0 No.200(75pm) 5.1 2-7
Mix Correction Factor 0.61
Asphalt Content(%) 5.5
• Date Tested 8/1/2016
Chart
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Comments
"Only ASTM and AASHTO equivalent test methods are covered by our current ISO accreditation.
The test results meet the above referenced specifications.
For,No:18979.Report No:ASP:W18A0550341 0 2000.2011 QESTLeb by Spec traQEST corn Page 1 of 1
B RAV N 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#7 Observation Date: 8/23/2016
Project Name: Stillwater High School&Pony Activity Center Project No.: B1602671
Project Address: Stillwater Blvd.N Braun Intertec PM: M.Flynn
Client: ISD#834 Client Project No.:
Weather: Sunny Temperature: 70 °F
Frequency Inspection Coverage (Notes)
Periodic Steel construction
Did the architect or engineer authorize changes to approved plans? (If yes,list details below)
Description and location of work performed:
1)Performed visual observations of Anchor bolts looking for full nut engagement. Foundations Zone 1 grid B-D,5-8,and
Zone 2 B-D.6,1-5. No Discrepancies Noted.
2)Performed observations of A325 TC Bolts in Beam to Beam and Beam to Column connections.2nd level framing. Zone 1
grid B-D,5-8,Zone 2 grid B-D.6,1-5. No Discrepancies Noted.
3)Performed visual observations of fillet welds on Beams to Embeds,Angles to Embeds. 2nd level framing. Zone 1 grid B-
D,5-8,Zone 2 grid B-D.6,1-5.No Discrepancies Noted.
4)Performed visual observations of fillet welds on Bar-Joist to Embeds and Beams and Deck Angle to Bar-Joist and Embeds.
Roof framing.Zone 2 grid C.4-D.6,1.2-4.5. No Discrepancies Noted.
5)Performed visual observations of fillet welds on Pre-Cast to Pre-Cast and Pre-Cast to Foundation.Wells Concrete
connections. Zone 1 grid B-D,5-8,Zone 2 grid B-D.6,1-5.No Discrepancies Noted.
List tests performed:
Visual
•Are there any discrepancies noted from this day's observations? Yes
•Are there any outstanding discrepancies on this project? Yes
-If yes,see attached Summary Sheet.
•Report Discussed with and Given to Contractor? Yes
Report Emailed to:
Jeff Moore jeff.moore@krausanderson.com 612-790-6711
Jack Bronczyk jack.bronczyk@krausanderson.com 612-812-3972
To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable
workmanship provisions of the current IBC,except as noted above.
Signed: Baumann, Troy I.D.No.: 5067860 S1&S2
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