HomeMy WebLinkAboutMHS ADDITION & STADIUM REPORTS - 18-00285 - 2300 University Blvd - Madison High School Stadium - New Construction
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MHS Addition and Stadium Reports
Ted Dye
Jacob Christensen
Ted Dye
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MHS Addition and Stadium Reports
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From: Jacob Christensen <jacob@alliedtandi.com>
Date: Mon, 25 Mar 2019 16:06:35 -0600
Message-ID: <CAO4LHru7Qpun8ZjU3TnuLX_A=fASkQHE2GHkNGVsJJ8bPAvhoA@mail.gmail.com>
Subject: MHS Addition and Stadium Reports
To: Don Thorp <dthorp@headwaterscc.com>, <rmalm@jrwa.com>, Brent McFarland
<bmcfarland@jrwa.com>, <busbyj@msd321.com>, Varr Snedaker
<snedakerv@msd321.com>, <lbingham@headwaterscc.com>,
<tolsen@headwaterscc.com>, John Eskelson <jeskelson@headwaterscc.com>, Ted
Dye <tedd@rexburg.org>
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Jacob Christensen
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Don Thorp; rmalm@jrwa.com; Brent McFarland; busbyj@msd321.com; Varr Snedaker; lbingham@headwaterscc.com; tolsen@headwaterscc.com; John Eskelson; Ted Dye
Inbox
MHS Addition and Stadium Reports
Team,
Attached are the recent inspection and concrete break reports.
Thank you,
Jacob Christensen
Allied Testing and Inspection, LLC
President
208.970.6237
jacob@alliedtandi.com <mailto:jacob@alliedtandi.com>
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Jacob Christensen
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jacob@alliedtandi.com
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Jacob Christensen
Jacob Christensen
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Jacob Christensen
Jacob Christensen
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Allied Testing and Inspection, LLC
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208.970.6237
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Don Thorp
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Varr Snedaker
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lbingham@headwaterscc.com
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John Eskelson
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John Eskelson
Ted Dye
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18005B-SI-3-19-19 JPC sf.pdf18005B-SI-3-19-19 JPC s.pdf
Project Name: Project Number: Client: Contractor: Date: Weather: Time start: Temperature: Time End: Concrete Reinforcement Concrete Placment Epoxy Bolt/ Anchors Post Tensioned Concrete
Masonry Reinforcement Structural Steel Spray-Applied Fireproofing Masonry Grout Placement High Strength Grout Earthwork Inspection Welding High Strength Bolting Cold Weather Concrete
Roads/ Utilities Other Daily Field Diary Observations, Items, and Locations Deficiencies: Inspector Signature: Certification #: Page 1 of 2 NoYes °F Description: Description: Description:
Allied Testing & Inspection 4103 E 605 N Suite 2 Rigby, ID 208.970.6237 Madison High School Addition 18005B Madison School District Daniels Masonry 3/19/19 Clear 3:00 PM 48 5:00
PM ● ● I arrived on site and began my observations of the masonry piers for the Home Concession stand and the masonry wall on the east exterior wall of the gymnasium at the 4' level.
I observed that the reinforcement was placed in general conformance with the project documents. I observed the contractor pump the grout into place and consolidate it with a mechanical
vibrator. Digitally signed by Jacob Christensen Date: 2019.03.20 13:50:18 -06'00' 8129697 ● Page 2 of 2 Description: Description: Description: Description: Additional Comments:
.pdf
18005B~1.pdf
18005B-SI-3-19-19 JPC sf.pdf
application/pdf
f_jtovheq23
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18005B-SI-3-21-19-LSH sf.pdf18005B-SI-03-21-19-LSH s.pdf
Project Name: Project Number: Client: Contractor: Date: Weather: Time start: Temperature: Time End: Concrete Reinforcement Concrete Placment Epoxy Bolt/ Anchors Post Tensioned Concrete
Masonry Reinforcement Structural Steel Spray-Applied Fireproofing Masonry Grout Placement High Strength Grout Earthwork Inspection Welding High Strength Bolting Cold Weather Concrete
Roads/ Utilities Other Daily Field Diary Observations, Items, and Locations Deficiencies: Inspector Signature: Certification #: Page 1 of 2 NoYes °F Description: Description: Description:
Allied Testing & Inspection 4103 E 605 N Suite 2 Rigby, ID 208.970.6237 Madison High School Addition 18005B Madison School District Daniel's Masonry 03/21/19 Sunny 10:00 AM 44 12:00
PM ● ● I arrived on site and began my observation of the masonry reinforcement at 20 ft at the East side entrance to the gym. The masonry reinforcement was placed in general conformance
to project documents. I then observed the contractors consolidate the grout by hand for the duration of the pour. Digitally signed by Jacob Christensen Date: 2019.03.25 14:33:58 -06'00'
81296997 ● Page 2 of 2 Description: Description: Description: Description: Additional Comments:
.pdf
18005B~1.pdf
18005B-SI-3-21-19-LSH sf.pdf
application/pdf
f_jtovheq74
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18005C-SI-3-19-19 JPC sf.pdf18005C-SI-3-19-19 JPC s.pdf
Project Name: Project Number: Client: Contractor: Date: Weather: Time start: Temperature: Time End: Concrete Reinforcement Concrete Placment Epoxy Bolt/ Anchors Post Tensioned Concrete
Masonry Reinforcement Structural Steel Spray-Applied Fireproofing Masonry Grout Placement High Strength Grout Earthwork Inspection Welding High Strength Bolting Cold Weather Concrete
Roads/ Utilities Other Daily Field Diary Observations, Items, and Locations Deficiencies: Inspector Signature: Certification #: Page 1 of 2 NoYes °F Description: Description: Description:
Allied Testing & Inspection 4103 E 605 N Suite 2 Rigby, ID 208.970.6237 Madison High School Event Stadium 18005C Madison School District Daniels Masonry 3/19/19 Clear 11:00 AM 36
1:00 PM I arrived on site at the designated time, but the grout did not arrive until 9:30 AM. I observed the masonry walls along grid lines 6:B-E and 1-2:D.5 at the 8' level. I observed
that the contractor placed the reinforcement in general conformance with the project documents. I observed the contractor pump the grout into place and consolidate it with a mechanical
vibrator. I notified the contractor of my observations prior to leaving. Digitally signed by Jacob Christensen Date: 2019.03.20 13:34:35 -06'00' 8129697 Page 2 of 2 Description: Description:
Description: Description: Additional Comments:
.pdf
18005C~1.pdf
18005C-SI-3-19-19 JPC sf.pdf
application/pdf
f_jtovhepc0
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18005B-SI-3-13-19 JPC sf.pdf18005B-SI-3-13-19 JPC s.pdf
Project Name: Project Number: Client: Contractor: Date: Weather: Time start: Temperature: Time End: Concrete Reinforcement Concrete Placment Epoxy Bolt/ Anchors Post Tensioned Concrete
Masonry Reinforcement Structural Steel Spray-Applied Fireproofing Masonry Grout Placement High Strength Grout Earthwork Inspection Welding High Strength Bolting Cold Weather Concrete
Roads/ Utilities Other Daily Field Diary Observations, Items, and Locations Deficiencies: Inspector Signature: Certification #: Page 1 of 2 NoYes °F Description: Description: Description:
Allied Testing & Inspection 4103 E 605 N Suite 2 Rigby, ID 208.970.6237 Madison High School Addition 18005B Madison School District Daniels Masonry 3/13/19 Cloudy 11:00 AM 25 1:00
PM ● ● I arrived on site and began m observations of the East interior Masonry wall of the gymnasium at the top of wall level. I observed that the contractor had placed the reinforcement
in general conformance with the project documents and consolidated the grout with a mechanical vibrator. Digitally signed by Jacob Christensen Date: 2019.03.13 16:41:18 -06'00' 8129697
● Page 2 of 2 Description: Description: Description: Description: Additional Comments:
.pdf
18005B~1.pdf
18005B-SI-3-13-19 JPC sf.pdf
application/pdf
f_jtovhepw2
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18005B-SI-3-12-19 JPC sf.pdf18005B-SI-3-12-19 JPC s.pdf
Project Name: Project Number: Client: Contractor: Date: Weather: Time start: Temperature: Time End: Concrete Reinforcement Concrete Placment Epoxy Bolt/ Anchors Post Tensioned Concrete
Masonry Reinforcement Structural Steel Spray-Applied Fireproofing Masonry Grout Placement High Strength Grout Earthwork Inspection Welding High Strength Bolting Cold Weather Concrete
Roads/ Utilities Other Daily Field Diary Observations, Items, and Locations Deficiencies: Inspector Signature: Certification #: Page 1 of 2 NoYes °F Description: Description: Description:
Allied Testing & Inspection 4103 E 605 N Suite 2 Rigby, ID 208.970.6237 Madison High School Addition 18005B Madison School District Daniels Masonry 3/12/19 Sunny 11:00 AM 36 1:00
PM ● ● I arrived on site and began m observations of the East interior Masonry wall of the gymnasium at the 24' level. I observed that the contractor had placed the reinforcement in
general conformance with the project documents and consolidated the grout with a mechanical vibrator. * I also observed that on the south wall the contractor had used mortar to pack
around the joists, this is generally packed with non-shrink grout. I notified the contractor of this and the question has been asked to the structural engineer. Digitally signed by
Jacob Christensen Date: 2019.03.13 16:31:43 -06'00' 8129697 Page 2 of 2 Description: Description: Description: Description: Additional Comments:
.pdf
18005B~1.pdf
18005B-SI-3-12-19 JPC sf.pdf
application/pdf
f_jtovhepp1
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18005C-SI-3-12-19 JPC sf.pdf18005C-SI-3-12-19 JPC s.pdf
Project Name: Project Number: Client: Contractor: Date: Weather: Time start: Temperature: Time End: Concrete Reinforcement Concrete Placment Epoxy Bolt/ Anchors Post Tensioned Concrete
Masonry Reinforcement Structural Steel Spray-Applied Fireproofing Masonry Grout Placement High Strength Grout Earthwork Inspection Welding High Strength Bolting Cold Weather Concrete
Roads/ Utilities Other Daily Field Diary Observations, Items, and Locations Deficiencies: Inspector Signature: Certification #: Page 1 of 2 NoYes °F Description: Description: Description:
Allied Testing & Inspection 4103 E 605 N Suite 2 Rigby, ID 208.970.6237 Madison High School Event Stadium 18005C Madison School District Daniels Masonry 3/12/19 Clear 10 and 4 26,
38 12 and 6 I arrived on site and observed the grouting of the masonry wall at grid lines 1:D-E, E:1-4 at the 36' and top of wall level. I observed that the contractor had placed the
reinforcement in general conformance with the project documents and consolidated the grout in place a mechanical vibrator. Digitally signed by Jacob Christensen Date: 2019.03.13 16:38:36
-06'00' 8129697 Page 2 of 2 Description: Description: Description: Description: Additional Comments:
.pdf
18005C~1.pdf
18005C-SI-3-12-19 JPC sf.pdf
application/pdf
f_jtovheqb5
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18005C-SI-3-18-19 JPC sf.pdf18005C-SI-3-18-19 JPC s.pdf
Project Name: Project Number: Client: Contractor: Date: Weather: Time start: Temperature: Time End: Concrete Reinforcement Concrete Placment Epoxy Bolt/ Anchors Post Tensioned Concrete
Masonry Reinforcement Structural Steel Spray-Applied Fireproofing Masonry Grout Placement High Strength Grout Earthwork Inspection Welding High Strength Bolting Cold Weather Concrete
Roads/ Utilities Other Daily Field Diary Observations, Items, and Locations Deficiencies: Inspector Signature: Certification #: Page 1 of 2 NoYes °F Description: Description: Description:
Allied Testing & Inspection 4103 E 605 N Suite 2 Rigby, ID 208.970.6237 Madison High School Event Stadium 18005C Madison School District Daniels Masonry 3/18/19 Clear 8:30 AM 23
10:30 AM I arrived on site at the designated time, but the grout did not arrive until 9:30 AM. I observed the masonry walls along grid lines 6:B-E and 1-2:D.5 at the 4' level. I observed
that the contractor placed the reinforcement in general conformance with the project documents. I observed the contractor pump the grout into place and consolidate it with a mechanical
vibrator. I notified the contractor of my observations and test results prior to leaving. Digitally signed by Jacob Christensen Date: 2019.03.18 11:46:10 -06'00' 8129697 Page 2 of 2
Description: Description: Description: Description: Additional Comments:
.pdf
18005C~1.pdf
18005C-SI-3-18-19 JPC sf.pdf
application/pdf
f_jtovheqg6
EnUs
18005C-G-3-18-19 JPC f.pdf18005C-G-3-18-19 JPC.pdf
Project Name: Client: Mix Number: Project Number: Ticket Number: Load Amount: Admixtures: Tested By: Date and Time: Compressive Strength of Concrete Test Specimens Field Test Data:
(ASTM C143, C138, C173, C231, C31, C1064, and C511) Slump (Inches): Entrained Air (%): Concrete Temperature: Ambient Temperature: Test Results: Minimum: Maximum: Cylinder # Lab Test
Data: (ASTM C39, C42, C617, and C1231) Break Age Cylinder Diameter (in) Area (in² ) Break Date Maximum Load (lbs) Break Type Compressive Strength (psi) Required 28 day Strength
(psi) °F °F Reviewed By: Supplier: Test Location: Unit Weight (PCF): Set # : Cylinders Picked Up By: Date and Time: Hi / Low Temperatures Remarks: 28-day Average Strength Allied Testing
& Inspection 4103 E 605 N Suite 2 Rigby, ID 208.970.6237 Madison High School Event Stadium Madison School District W-41-F 18005C 3658 3.25 yds MP322, MAAE90 J. Christensen
03/18/2019 9:45:00 AM 9.5 71 23 10 32A 32C 32B 32D 03/25/19 04/15/19 04/15/19 04/15/19 34,700 1 2,500 3,23510.724 Walters Ready Mix Masonry Wall 6:C 4' 7 28 28 28 1 of 1 J. Christensen
Mar 19, 2019 8:00:00 AM
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18005C~1.pdf
18005C-G-3-18-19 JPC f.pdf
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f_jtowhv907
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