HomeMy WebLinkAboutSPECIAL INSPECTIONS - 17-00801 - 2300 University Blvd - Madison High School - AdditionProject 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:
Reviewed By:Certification #:
Page 1 of 2
NoYes
°F
Description: Description: Description:
4103 E 605 N Suite 1 Rigby, ID 83442 208.970.6237 www.connectengr.com
Inspected By:
CMPS Sidewalk Replacement
18001B
BYU-Idaho
DePatco 4/18/19
Clear
10:00 AM
52
12:00 PM
I arrived on site and began my observations of the concrete on the South end of the Clark building around
the steam vault. I observed that the contractor had doweled into the existing concrete and vault lid. I
observed the contractor place the concrete. The contractor was notified of the test results and my
observations prior to leaving.
Digitally signed by Jacob Christensen
Date: 2019.04.21 14:51:53 -06'00'8129697
J. Christensen
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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
4379 psi
Madison High School Addition
Madison School District
170 HS
18005B
4214
20 yds
MSAC534, MP322, Super Plasticizer
J. Christensen
04/12/2019 7:15:00 AM
7
2.1
79
27
8
NA
49A
49E
49C
49B
49D
4
4
4
4
4
04/19/19
05/10/19
05/10/19
05/10/19
38,625
55,215
54,598
55,324
63,5003,072
4,392
4,343
4,401
Digitally signed by Jacob
Christensen
Date: 2019.05.10 10:14:20 -06'00'
12.57
Walters Ready Mix
Slab on grade - Gym Floor - NW Corner
7
28
28
28
H
12.57
12.57
12.57
1 of 3
J. Christensen Apr 13, 2019 10:00:00 AM
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
4255 psi
Madison High School Addition
Madison School District
170 HS
18005B
4218
60 yds
MSAC534, MP322, Super Plasticizer
J. Christensen
04/12/2019 8:10:00 AM
7.5
2.4
71
31
8
NA
50A
50E
50C
50B
50D
4
4
4
4
4
04/19/19
05/10/19
05/10/19
05/10/19
40,513
53,600
52,376
54,471
33,5003,222
4,264
4,166
4,333
Digitally signed by Jacob
Christensen
Date: 2019.05.10 10:12:27 -06'00'
12.57
Walters Ready Mix
Slab on grade - Gym Floor - SW Corner
7
28
28
28
H
12.57
12.57
12.57
2 of 3
J. Christensen Apr 13, 2019 10:00:00 AM
4
6
1
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
4389
Madison High School Addition
Madison School District
170 HS
18005B
4232
110 yds
MSAC534, MP322, Super Plasticizer
J. Christensen
04/12/2019 9:30:00 AM
6.75
1.8
69
31
8
NA
51A
51E
51C
51B
51D
4
4
4
4
4
04/19/19
05/10/19
05/10/19
05/10/19
44,126
52,614
56,525
56,357
23,5003,510
4,185
4,496
4,483
Digitally signed by Jacob
Christensen
Date: 2019.05.10 10:09:06 -06'00'
12.57
Walters Ready Mix
Slab on grade - Gym Floor - Center
7
28
28
28
H
12.57
12.57
12.57
3 of 3
J. Christensen Apr 13, 2019 10:00:00 AM
2
6
3
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 Addition
Madison School District
170 HS
18005B
4335
80 yds
MSAC534, MP322
J. Christensen
04/17/2019 9:00:00 AM
8
1.3
73
37
8
NA
59A
59E
59C
59B
59D
4
4
4
4
4
04/24/19
05/15/19
05/15/19
05/15/19
44,507 6 3,5003,54012.57
Walters Ready Mix
Slab on Grade - East gym slab
7
28
28
28
H
1 of 1
J. Christensen Apr 18, 2019 8:00:00 AM
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
4,681 psi
Madison High School Addition
Madison School District
170 HS
18005B
4335
80 yds
MSAC534, MP322
J. Christensen
04/17/2019 9:00:00 AM
8
1.3
73
37
8
NA
59A
59E
59C
59B
59D
4
4
4
4
4
04/24/19
05/15/19
05/15/19
05/15/19
44,507
57,365
59,032
60,140
63,5003,540
4,563
4,696
4,784
Digitally signed by Jacob P
Christensen
Date: 2019.05.17 12:29:08 -06'00'
12.57
Walters Ready Mix
Slab on Grade - East gym slab
7
28
28
28
H
12.57
12.57
12.57
1 of 1
J. Christensen Apr 18, 2019 8:00:00 AM
6
6
6
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 Addition
Madison School District
170HS
18005B
04815
18.5
MP322, MAAE90
J. Denton
05/01/2019 8:00:00 AM
7.75
2.5
68
34
79A
79E
79C
79B
79D
4 05/08/19
05/29/19
05/29/19
05/29/19
43,930 2 3,5003,49412.57
Walters Ready Mix
Slab on Deck - East Side of Gym
7
28
28
28
H
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 Addition
Madison School District
400
18005B
05156
9.50 out of 19
MP322, MAAE90
TBC
05/13/2019 9:14:00 AM
5.25
5
61.1
57.9
87A
87E
87C
87B
87D
4 05/20/19
06/10/19
06/10/19
06/10/19
07/08/19
54,295 6 4,5004,31912.57
Walters
North side walk in front of doors
7
28
28
28
H
1 of 1
In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
Proctor:
% of
Proctor:
Test
Number
Test
Number
Test
Number
Test
Number
Test Location:
Elevation:
Material Type:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Reviewed By:
Remarks:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Pass Fail
Allied Testing & Inspection
4103 E 605 N Suite 2 Rigby, ID 208.970.6237
Dry:
Wet:Test Location:
Material Type:
FailPass
FailPass
Pass Fail
FailPass
FailPass
FailPass
Test
Number
Test
Number
Madison High School Addition
18005B
Madison School District
Thompson Excavation
5/9/2019 TBC
2:00 PM 4:00 PM
10483
2426 609
BSTop of 3/4" Base 2.7
132
97%
Classroom Addition North sidewalk
Top of 3/4" Base
3/4 Base
97%
132
3.1
127.8
131.5
100%
132
3.8
131.4
136
3/4 Base
Top of 3/4" Base
Classroom Addition North sidewalk
98%
132
2.7
129
132.1
3/4 Base
Top of 3/4" Base
Classroom Addition North sidewalk
101%
132
3
133.3
139.9
3/4 Base
Top of 3/4" Base
Classroom Addition North sidewalk
Digitally signed by Jacob
Christensen
Date: 2019.05.10 13:56:01 -06'00'
BS
BS
BS
BS
1
127.9
131.1Classroom Addition North sidewalk
3/4 Base
5
2
3
4
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
Headwaters 4/26/2019
windy and clear
3 PM
45
5 PM
I arrived on site to test for moisture levels in the cinder block walls of the east gymnasium addition. I took
several tests approximately 10 feet apart along each wall. For the West Wall the tests were done about 20
feet apart.
All numbers are in terms of percent moisture within the building material.
North Wall- (east drain)25.8, 11.8, 11.1, 14.3, 12.7, 10.6, 14.4.
East Wall- 15.4, 17, 19.1, 17.5, 16.4.
South Wall- 13.8, (east drain)17.1, 15.5, 14.1, 12.4, (west drain)25.8, 13.7.
West Wall- (spaced about 20 feet apart) 12.4, 13.5, 15.8
Digitally signed by Jacob Christensen Date: 2019.04.30 14:09:19 -06'00'
8129697
●
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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
IEI 4/29/19
clear
8:00 AM
34
10:00 AM
I arrived on site and began my observations of the 2nd floor steel decking on the East side of the
gymnasium. I observed that the steel decking was secured to the angle iron and beams below using
puddle welds and Hilti pins. I observed that the seams were crimped at 12" on center in general
conformance with the project documents.
Digitally signed by Jacob Christensen Date: 2019.04.30 13:57:26 -06'00'
8129697
●
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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
Edelmeyer Concrete 5/1/19
Windy
7:30 AM
30
10:30 AM
I arrived on site and began my observation of the concrete reinforcement for the interior slab on grade at
the second level on the east side of the gymnasium as well as two slabs on the southeast side and
northeast side on the first level. The reinforcement was tied and placed in general conformance with project
documents. I observed that the contractors had properly placed rebar chairs to lift the reinforcement. I then
observed the placement of the concrete. I notified the contractor of my observations and test results prior to
leaving.
Digitally signed by Jacob Christensen Date: 2019.05.06 09:08:28 -06'00'
8129697
●
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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
Headwaters 5/3/2019
clear
9:00 AM
45
11:00 AM
I arrived on site and began my observation and testing for moisture in the CMU walls of the east
gymnasium addition. (Numbers are in percent moisture)
North wall East Drain: 4 ft above finish grade15.8
Either side of the drain 4 ft above finish grade 12.6 and 12.1.
At South wall East Drain:
-4 ft above finish grade: 13.4
-8 ft above finish grade: 14.6
-12 ft above finish grade: 18.9
-18 ft above finish grade: 12.2
-24 ft above finish grade: 12.1
At South wall West Drain
-4 ft above finish grade: 12.1
-8 ft above finish grade: 11.9
-12 ft above finish grade: 14.0
-18 ft above finish grade: 11.4
-24 ft above finish grade: 13.1
Digitally signed by Jacob Christensen Date: 2019.05.06 09:12:41 -06'00'
-
●
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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
IEI 5/9/19
Clear
1:00 PM
58
3:00 PM
I arrived on site and began my observations of the last section of the roof decking on the East side of the
gymnasium addition. I observed that the contractor had used Hilti pins to secure the deck to the joists and
ledger. I observed that in a couple of the corners the contractor was unable to get the Hilti pin gun into
position and so the contractor used 3/4" puddle welds. I also observed that the contractor used the
versalock crimper for the seams at +/- 12" on center. I notified the contractor of my observations prior to
leaving.
Digitally signed by Jacob Christensen Date: 2019.05.13 12:16:11 -06'00'
8129697
●
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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
Headwaters 5-13-19
Sunny
8:00 AM
60
10:30 AM
●
I arrived on site and began my observations, I observed the placement of the concrete along the north side
if the building side walk and curbing, I observed the air as a 5 the slump as a 5.25 and the concrete
temperature as 61.1. I informed the contractor of my observations.
Digitally signed by Jacob Christensen Date: 2019.05.13 11:59:39 -06'00'
8129697
curbing along road west side of building side walk pad out side of north door west curbing along building
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
In Place Density of Asphalt by Nuclear Methods ASTM D2950
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test #Test Location:
Lift:Material Type:
Wet:
MA:
% of
MA:
Test #
Test #
Test #
Test #
Test #
Test #
Test Location:
Lift:Material Type:
% of
MA:MA:
Wet:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
Reviewed By:
Remarks:
Allied Testing & Inspection
4103 E 605 N Suite 2 Rigby, ID 208.970.6237
Test #
Test #
Test #
Test #
Test #
Test #
Test #
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
Page of
Madison High School Event Stadium
18005C
Madison School District
Depatco
May 1, 2019 L. Hammar
11:00 AM 7:00 PM
3491
734 2834
13th st.
Type II
141.6
151.9 93%
13th st.
Type II 93%151.9
141.7
93%151.9
140.8
Type II
13th st.
92%151.9
140
Type II
13th st.
92%151.9
140.2
Type II
13th st.
93%151.9
140.6
Type II
13th st.
93%151.9
141.1
Type II
13th st.
Digitally signed by
Jacob Christensen
Date: 2019.05.06
09:15:54 -06'00'
93%151.9
140.9
Type II
13th st.
97%151.9
147
Type II
13th st.
95%151.9
144.6
Type II
13th st.
97%151.9
147.2
Type II
13th st.
95%151.9
145
Type II
13th st.
94%151.9
143.1
Type II
13th st.
93%151.9
141.9
Type II
13th st.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
11
In Place Density of Asphalt by Nuclear Methods ASTM D2950
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test #Test Location:
Lift:Material Type:
Wet:
MA:
% of
MA:
Test #
Test #
Test #
Test #
Test #
Test #
Test Location:
Lift:Material Type:
% of
MA:MA:
Wet:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
Reviewed By:
Remarks:
Allied Testing & Inspection
4103 E 605 N Suite 2 Rigby, ID 208.970.6237
Test #
Test #
Test #
Test #
Test #
Test #
Test #
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
% of
MA:MA:
Wet:
Material Type:Lift:
Test Location:
Page of
MHS Stadium
18005C
Madison School District
DePatco
5/10/2019 J. Denton
10:00 AM 5:30 PM
3491
726 2866
North side of track
Na 2
140.6
151.9 93%
North east side of track
Na 2 94%151.9
142.1
96%151.9
145.4
2Na
North east side of track
97%151.9
147.5
2Na
East side of track
94%151.9
143.5
2Na
Sout east side of track
94%151.9
142.2
2Na
South east side of track
96%151.9
146.2
2Na
South side of track
Digitally signed by
Jacob P Christensen
Date: 2019.05.17
12:32:27 -06'00'
94%151.9
142.4
2Na
South west side of track
91%151.9
138.9
2Na
South west side of track
94%151.9
142.8
2Na
West side of track
92%151.9
140.3
2Na
North west side of track
92%151.9
140.2
2Na
North west side of track
1
2
3
4
5
6
7
8
9
10
11
12
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
5,683 psi
Madison High School Event Stadium
Madison School District
500F
18005C
4013
10 yds
MP322, MAAE90
J. Christensen
04/03/2019 12:45:00 PM
0.75
5.5
56
48
4
57
45A
45E
45C
45B
45D
4
4
4
4
4
04/10/19
05/01/19
05/01/19
05/01/19
54,704
67,456
71,741
75,107
14,5004,351
5,366
5,707
5,975
Digitally signed by Jacob
Christensen
Date: 2019.05.06 09:01:29 -06'00'
12.57
Walters Ready Mix
13th West, East Curb
7
28
28
28
H
12.57
12.57
12.57
1 if 1
J. Christensen Apr 4, 2019 8:00:00 AM
2
1
1
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
7,375 psi
Madison High School Event Stadium
Madison School District
500F
18005C
4350
9 yds
MP322, MAAE90
J. Christensen
04/17/2019 12:20:00 PM
0.75
5.8
61
46
4
57
60A
60E
60C
60B
60D
4
4
4
4
4
04/24/19
05/15/19
05/15/19
05/15/19
64,658
92,555
93,135
92,420
14,5005,143
7,363
7,409
7,352
Digitally signed by Jacob P
Christensen
Date: 2019.05.17 12:35:55 -06'00'
12.57
Walters Ready Mix
Curb and Gutter 13th West - South Half
7
28
28
28
H
12.57
12.57
12.57
1 of 1
J. Christensen Apr 18, 2019 9:00:00 AM
2
6
2
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
5145 psi
Madison High School Event Stadium
Madison School District
500F
18005C
4509
10.75 yds
MP322, MAAE90
J. Christensen
04/22/2019 12:15:00 PM
5
5.5
62
54
69A
69E
69C
69B
69D
4
4
4
4
04/29/19
05/20/19
05/20/19
05/20/19
44,969
63,875
64,225
65,930
34,5003,577
5,081
5,109
5,245
Digitally signed by Jacob
Christensen
Date: 2019.05.20 09:17:45 -06'00'
12.57
Walters Ready Mix
Track - slab on grade, West bleachers
7
28
28
28
H
12.57
12.57
12.57
1 of 1
J. Christensen Apr 23, 2019 3:00 PM
6
6
4
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
292
18005C
05288
10 of 90
Super plastisizer
TBC
05/16/2019 6:30:00 AM
8.25
2.5
67.6
63
90A
90E
90C
90B
90D
05/23/19
06/13/19
06/13/19
06/13/19
48,275 1 4,5003,84012.57
Walters
Inside stadium second level decking under the
bleachers south end.
7
28
28
28
H
1 of 2
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
292
18005C
05297
10 of 90
Super plastisizer
TBC
05/16/2019 6:33:00 AM
9
2.25
64.4
65.4
89A
89E
89C
89B
89D
05/23/19
06/13/19
06/13/19
06/13/19
43,540 4,5003,463
0
0
0
12.57
Walters
Under stadium the bleachers second level north
end
7
28
28
28
H
12.57
12.57
12.57
2 fo 2
In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
Proctor:
% of
Proctor:
Test
Number
Test
Number
Test
Number
Test
Number
Test Location:
Elevation:
Material Type:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Reviewed By:
Remarks:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Pass Fail
Allied Testing & Inspection
4103 E 605 N Suite 2 Rigby, ID 208.970.6237
Dry:
Wet:Test Location:
Material Type:
FailPass
FailPass
Pass Fail
FailPass
FailPass
FailPass
Test
Number
Test
Number
Madison High School Stadium
18005C
Madison School District
Edstrom Construction
Apr 11, 2019 J. Christensen
2:00 PM 4:00 PM
3491
10Subbase 4.6
139.8
102%
13th West South End
Subbase
Pit Run
98%
139.8
4.7
137.7
144.1
101%
139.8
5.5
140.5
148.2
Pit Run
Subbase
West Fire Access
99%
139.8
5.1
138.7
145.7
Pit Run
Subbase
West Fire Access
Digitally signed by Jacob
Christensen
Date: 2019.04.21 15:36:51 -06'00'
10
10
10
1
142.7
149.313th West South End
Pit Run
2
3
4
In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
Proctor:
% of
Proctor:
Test
Number
Test
Number
Test
Number
Test
Number
Test Location:
Elevation:
Material Type:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Reviewed By:
Remarks:
Page 1 of 2
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Pass Fail
Allied Testing & Inspection
4103 E 605 N Suite 2 Rigby, ID 208.970.6237
Dry:
Wet:Test Location:
Material Type:
FailPass
FailPass
Pass Fail
FailPass
FailPass
FailPass
Test
Number
Test
Number
Madison High School Event Stadium
18005C
Madison School District
Apr 16, 2019 J. Christensen
8:30 AM
3491
745 2852
BSBottom of curb 4.9
135.8
96%
Curb line - North Fire lane North side
Bottom of curb
3/4" Base
95%
135.8
6.6
128.5
137
96%
135.8
5.8
130.3
137.8
3/4" Base
Bottom of curb
Curb line - North Fire lane North side
97%
135.8
5.8
131.5
139.2
3/4" Base
Bottom of curb
Curb line - North Fire lane South side
99%
135.8
6.6
134.1
143
3/4" Base
Bottom of curb
Curb line - South Fire lane North side
98%
135.8
6.4
133.6
142.1
3/4" Base
Bottom of curb
Curb line - South Fire lane North side
100%
135.8
7.2
135.4
145.2
3/4" Base
Bottom of curb
Curb line - South Fire lane South side
Digitally signed by Jacob
Christensen
Date: 2019.04.21 15:41:31 -06'00'
BS
BS
BS
BS
BS
BS
1
130.5
136.9Curb line - North Fire lane North side
3/4" Base
5
6
7
2
3
4
Test
Number
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:Elevation:
Wet:Test Location:
Material Type:
Dry:
Page 2 of 2
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
FailPass
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
100%
135.8
4.4
135.4
141.4
3/4" Base
Bottom of curb
Curb line - South Fire lane South side
135.8
97%
4.1
131.7
137.1
3/4" Base
Bottom of curb
Curb Line - 13th West - East side
135.8
96%
5.6
130.5
137.8
3/4" Base
Bottom of curb
Curb Line - 13th West - East side
135.8
95%
3.8
129.1
134
3/4" Base
Bottom of curb
Curb Line - 13th West - West side
BS
BS
BS
BS
8
11
9
10
In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
Proctor:
% of
Proctor:
Test
Number
Test
Number
Test
Number
Test
Number
Test Location:
Elevation:
Material Type:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Reviewed By:
Remarks:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Pass Fail
Allied Testing & Inspection
4103 E 605 N Suite 2 Rigby, ID 208.970.6237
Dry:
Wet:Test Location:
Material Type:
FailPass
FailPass
Pass Fail
FailPass
FailPass
FailPass
Test
Number
Test
Number
Madison High School Stadium
18005C
Madison School District
Edstrom's Construction
Apr 30, 2019 L. Hammar
3:00 PM 5:00 PM
3491
733 2855
BSTop of base 7.1
130.5
96%
Football Field- East Half
Top of base
Turf Base
91%
130.5
5.4
119
125.5
89%
130.5
3
116.5
120.1
Turf Base
Top of base
Football Field- East Half
91%
130.5
6.5
118.2
125.9
Turf Base
Top of base
Football Field- East Half
88%
130.5
2.4
114.3
117.1
Turf Base
Top of base
Football Field- East Half
Digitally signed by Jacob
Christensen
Date: 2019.05.06 09:21:02 -06'00'
BS
BS
BS
BS
1
125
134.3Football Field- East Half
Turf Base
5
2
3
4
In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
Proctor:
% of
Proctor:
Test
Number
Test
Number
Test
Number
Test
Number
Test Location:
Elevation:
Material Type:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Reviewed By:
Remarks:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Pass Fail
Allied Testing & Inspection
4103 E 605 N Suite 2 Rigby, ID 208.970.6237
Dry:
Wet:Test Location:
Material Type:
FailPass
FailPass
Pass Fail
FailPass
FailPass
FailPass
Test
Number
Test
Number
Madison High School Stadium
18005C
Madison School District
Edstrom's Construction
Apr 30, 2019 L. Hammar
3:00 PM 5:30 PM
3491
733 2855
BSTop of 3/4 4
136
98%
13th St.
Top of 3/4
3/4
96%
135.8
3.4
130.6
135
95%
135.8
4.1
129.2
134.4
3/4
Top of 3/4
13th St.
96%
135.8
3.9
129.8
134.9
3/4
Top of 3/4
13th St.
100%
135.8
4.9
135.5
142.1
3/4
Top of 3/4
13th St.
96%
135.8
5
129.7
136.2
Top of 3/4
13th St.
96%
135.8
3.3
130
134.3
3/4
Top of 3/4
13th St.
Digitally signed by Jacob
Christensen
Date: 2019.05.01 09:54:26 -06'00'
BS
BS
BS
BS
BS
BS
1
133
138.513th St.
3/4
5
6
7
2
3
4
In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
Proctor:
% of
Proctor:
Test
Number
Test
Number
Test
Number
Test
Number
Test Location:
Elevation:
Material Type:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Reviewed By:
Remarks:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Pass Fail
Allied Testing & Inspection
4103 E 605 N Suite 2 Rigby, ID 208.970.6237
Dry:
Wet:Test Location:
Material Type:
FailPass
FailPass
Pass Fail
FailPass
FailPass
FailPass
Test
Number
Test
Number
Madison High School Stadium
18005C
Madison School District
Edstrom's Construction
Apr 30, 2019 L. Hammar
3:00 PM 5:30 PM
3491
733 2855
BSTop of 3/4 3.3
136
97%
13th St.
Top of 3/4
3/4
97%
135.8
2.8
131.6
135.3
97%
135.8
3
131.8
135.7
3/4
Top of 3/4
13th St.
Digitally signed by Jacob
Christensen
Date: 2019.05.01 09:58:48 -06'00'
BS
BS
8
132
135.913th St.
3/4
9
10
In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
Proctor:
% of
Proctor:
Test
Number
Test
Number
Test
Number
Test
Number
Test Location:
Elevation:
Material Type:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Reviewed By:
Remarks:
Page 1 of 2
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Pass Fail
Allied Testing & Inspection
4103 E 605 N Suite 2 Rigby, ID 208.970.6237
Dry:
Wet:Test Location:
Material Type:
FailPass
FailPass
Pass Fail
FailPass
FailPass
FailPass
Test
Number
Test
Number
Madison High School Event Stadium
18005C
Madison School District
Headwaters Construction
Ma5/10/2019 J. Denton
8:00 AM 10:00 AM
3491
726 2866
BSTop of base 3.4
135.8
97%
North side of track
Top of base
Three quarter
95%
135.8
3.2
128.4
132.5
100%
135.8
5.7
135.5
143.3
Three quarter
Top of base
North west side of track
100%
135.8
3.8
135.9
141.1
Three quarter
Top of base
North west side of track
95%
135.8
4.2
128.9
134.3
Three quarter
Top of base
West side of track
96%
135.8
4.6
129.8
135.7
Three quarter
Top of base
South west side of track
101%
135.8
4.2
136.9
142.7
Three quarter
Top of base
South west side of track
Digitally signed by Jacob
Christensen
Date: 2019.05.13 08:40:26 -06'00'
BS
BS
BS
BS
BS
BS
1
131.4
135.9Northeast side of track
Three quarter
5
6
7
2
3
4
Test
Number
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Proctor:
% of
Proctor:
% M:Elevation:
Wet:Test Location:
Material Type:
Dry:
Page 2 of 2
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
FailPass
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Pass Fail
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
97%
135.8
3.4
132.4
137
Three quarter
Top of base
South side of track
135.8
100%
3.8
135.4
140.6
Three quarter
Top of base
South east side of track
135.8
98%
3.9
133.5
138.7
Three quarter
Top of base
South east sideof track
135.8
98%
2.9
133.5
137.4
Three quarter
Top of base
East side of track
135.8
98%
5.4
133.3
140.5
Three quarter
Top of base
North east side of track
BS
BS
BS
BS
BS
8
11
12
Turf Base
On Site Stock Pile
ASTM D698 C
SIZE PASSING
Low High
3"100%
2"100%
1"100%
3/4"100%
1/2"73%
3/8"61%
No. 4 39%
No. 8 30%
No. 16 27%
No. 30 26%
No. 50 22%
No. 100 5%
No. 200 0.5%
130.5
6.3%
Reviewed By: Jacob Christensen
CEO
Project #:
Lab #:
Test Method
Siev Anlysis
Sample Received:
Report Date
Maximum Density
Optimum Moisture
ASTM D2216
Moisture Content As Received
2.4%
ASTM C136
Corrected Density & Moisture Content
ASTM D4718
SPECIFICATION
Madison High School Event Stadium
Madison School District
Material Description:
Sample Location:
April 23, 2019
April 23, 2019
18005C
76
Client:
Project Name:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0010.010.1110100
80
90
100
110
120
130
140
150
160
0%5%10%15%20%
.
Percent Moisture
Gs=2.65
Gs=2.75
Gs=2.85
Dr
y
D
e
n
s
i
t
y
(
p
c
f
)
Pe
r
c
e
n
t
P
a
s
s
i
n
g
Sieve Size (mm)
338 Oaktrail Drive • Rexburg, ID 83440 • 208.970.6237
Permeable Aggregate
On site stock pile
SIZE PASSING SPECIFICATION
Low High
3"100%
2"100%
1"100%
3/4"100%
1/2"80%
3/8"68%
No. 4 44%
No. 8 34%
No. 16 31%
No. 30 30%
No. 50 25%
No. 100 5%
No. 200 0.6%
Reviewed By: Jacob Christensen
CEO
Moisture Content As Received
Sample Received:
Report Date
Material Description:
Sample Location:
Client:
Project Name:
Project #:
2.9%
April 23, 2019
April 26, 2019
Lab #:
Madison School District
MHS Stadium
18005C
76
ASTM D2216
Sieve Analysis
ASTM C136
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0010.010.1110100
Pe
r
c
e
n
t
P
a
s
s
i
n
g
Sieve Size (mm)
338 Oaktrail Drive • Rexburg, ID 83440 • 208.970.6237
Permeable Aggregate
On site stock pile
SIZE PASSING SPECIFICATION
Low High
3"100%
2"100%
1"100%
3/4"100%
1/2"74%
3/8"61%
No. 4 40%
No. 8 30%
No. 16 27%
No. 30 26%
No. 50 22%
No. 100 5%
No. 200 0.5%
Reviewed By: Jacob Christensen
CEO
2.6%
April 23, 2019
April 26, 2019
Lab #:
Madison School District
MHS Stadium
18005C
77
ASTM D2216
Sieve Analysis
ASTM C136
Moisture Content As Received
Sample Received:
Report Date
Material Description:
Sample Location:
Client:
Project Name:
Project #:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0010.010.1110100
Pe
r
c
e
n
t
P
a
s
s
i
n
g
Sieve Size (mm)
338 Oaktrail Drive • Rexburg, ID 83440 • 208.970.6237
Permeable Aggregate
On site stock pile
SIZE PASSING SPECIFICATION
Low High
3"100%
2"100%
1"100%
3/4"100%
1/2"75%
3/8"62%
No. 4 41%
No. 8 32%
No. 16 29%
No. 30 28%
No. 50 24%
No. 100 5%
No. 200 0.5%
Reviewed By: Jacob Christensen
CEO
2.2%
April 23, 2019
April 26, 2019
Lab #:
Madison School District
MHS Stadium
18005C
75
ASTM D2216
Sieve Analysis
ASTM C136
Moisture Content As Received
Sample Received:
Report Date
Material Description:
Sample Location:
Client:
Project Name:
Project #:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0010.010.1110100
Pe
r
c
e
n
t
P
a
s
s
i
n
g
Sieve Size (mm)
338 Oaktrail Drive • Rexburg, ID 83440 • 208.970.6237
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 4/22/19
Clear
2:00 PM
55
4:00 PM
I arrived on site and began my observations of the masonry walls in the interior of the Southern Building. I
observed the reinforcement at the 8' level that it was in general conformance with project documents. I
observed the contractor pump the grout into place and manually consolidate it. I notified the contractor of
my observations prior to leaving.
Digitally signed by Jacob Christensen Date: 2019.04.30 16:06:20 -06'00'
8129697
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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 Stadium
18005C
Madison School District
Daniels Masonry 4/24/2019
Cloudy, Windy
9:00 AM
57
11:00 AM
I arrived on site and began my observation of the steel reinforcement of the masonry wall at the 12' level
along grid lines E:6-10. The steel placement was in general conformance with the project documents. I
then observed the contractors pour the grout and manually consolidate it. I then let the contractors know
what I observed before leaving the site
Digitally signed by Jacob Christensen Date: 2019.04.30 16:34:49 -06'00'
8129697
●
Steel placement in the masonry
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
Contractor manually consolidating the grout
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 4/29/2019
clear
2:30 PM
50
4:30 PM
I arrived on site and started my observation and inspection of the Masonry Reinforcement and Grout
placement Between Grid Lines E- F, and 5-11. The reinforcement was in general conformance with project
documents. I observed the contractor consolidate the grout for the duration of the pour.
Digitally signed by Jacob Christensen Date: 2019.04.30 16:37:36 -06'00'
8129697
view of horizontal reinforcement and
mesh.
view of horizontal, vertical reinforcement present for the duration of the pour.
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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 4/30/19
Cloudy
2:30 PM
30
4:30 PM
●
●
I arrived on site and began my observation of the steel rebar placement. The steel was placed within
conformance to the plans. I then observed the grout being poured into the masonry and I observed the
contractors consolidating the grout manually. I then informed the contractors of my observations.
Digitally signed by Jacob Christensen Date: 2019.05.01 10:01:07 -06'00'
81296978
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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
Edstrom Construction 4/30/19
Clear
8:00 AM
45
12:00 PM
I arrived onsite and began my observations of the roof deck for the stadium on the SW corner. I observed
that the contractor had secured the decking in general conformance with the project documents and had to
weld the seems together in stead of crimping because there was not enough room due to the beam above.
I notified the contractor of my observations prior to leaving.
While on site, I walked the football field with Don Thorp, Headwaters. He showed me an area of concern on
the center East side of the field where the turf base material was saturated and pumping. The contractor
excavated down to the subgrade to try and identify if the problem was below the fabric. A sample of the
saturated material was taken for a sieve analysis. results will be reported to the contractor as soon as they
are available.
I also observed a large area in the center of the field that was yielding and pumping. I notified the
contractor of this and outlined the area in question with spray paint.
Digitally signed by Jacob Christensen Date: 2019.04.30 15:45:48 -06'00'
8129697
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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 5/1/19
Partly Cloudy
1:30 PM
47
3:30 PM
●
●
I arrived on site and began my observation of the steel reinforcement for the masonry wall along grid lines
11-5:E at the 20' elevation. I observed that the steel ties and reinforcements were in general conformance
with the project drawings. Then I began my observation of the grout placement. I observed the contractors
manually consolidating the grout. I then informed the contractor what I observed before leaving the site.
Digitally signed by Jacob Christensen Date: 2019.05.06 09:26:40 -06'00'
8129697
Steel reinforcement placment Steel reinforcement placement
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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 5/2/19
Partly Cloudy
11:30 AM
50
1:30 PM
I arrived on site and began my observation of the steel reinforcements at 5-11:E at the 24' elevation. The
steel reinforcements were placed within general conformance of the project's plans. I then observed the
contractors pour grout and consolidated manually. I then informed the contractor of my observations before
leaving the site.
Digitally signed by Jacob Christensen Date: 2019.05.06 09:29:31 -06'00'
8129697
Steel reinforcement placement Steel Reinforcement placement Contractors manually consolidating
the grout.
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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 5/3/19
Clear
10:00 AM
45
12:00 PM
I arrived on site and began my observation of the masonry reinforcement and grout placement along grid
lines 5-11:E at 28' elevation. I observed the contractor consolidating the grout manually. I observed it was
done in general conformance to project documents. I notified contractor of my observations.
Digitally signed by Jacob Christensen Date: 2019.05.06 09:33:31 -06'00'
8129697
Horizontal reinforcement Horizontal reinforcement vertical reinforcement
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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 5/8/19
Clear
11:00 AM
41
1:00 PM
I arrived on site and began my observations of the interior masonry wall in the South building at the 12'
elevation. 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 manually. I notified the
contractor of my observations prior to leaving.
Digitally signed by Jacob Christensen Date: 2019.05.13 08:36:19 -06'00'
8129697
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
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
JM Construction/ Headwaters 5/16/2019
Overcast
5:30 AM
64
9:30 AM
●
●
I arrived on site and began my observations. I observed the testing and placement of the concrete and the
slump for the two tests at 8.25 in and 9 in respectively, the air for the two tests were 2.5 and 2.25. The
concrete temperature was 67.6 and 64.4 degrees Fahrenheit. I observed the placement of the concrete
under the bleachers on the second level. I also observed that the concrete reinforcement appear to be
placed according to specification. I informed the contractor of my observations as I left the site.
Digitally signed by Jacob Christensen Date: 2019.05.17 09:16:25 -06'00'
8129697
placed concrete view of concrete placement method conreate reinforcment
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments: