HomeMy WebLinkAboutSOIL DENSITY TESTS - 21-00586 - Just4Kids Pediatric Urgent CareFile Name:
21056D10292021BB
b8bc23e67404a7c5-1635519737507 1
4103 E. 605 N. Sute. 1 Rigby ID, 83442 208.881.0081 www.connectengr.com
In Place Density of Soils ASTM D2922 & D3017
Project Number:
21056
Contractor:
Hill and Sons
Project Name:
Just For Kids
Instrument ID
00443
Daily Standardization:
Client:
Bateman-Hall
Date:
10/29/2021
MS:
966
DS:
1553
Time Start:
08:00 AM
Time End:
01:00 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Southeast corner of
building over
plumbing
Approximately
12" below
finish floor
6 136.9 132.0 3.6 130.0
Material
Type
Pit Run
102
2 Southeast corner of
building over
plumbing
Approximately
12" below
finish floor
6 138.2 133.8 3.2 130.0
Material
Type
Pit Run
103
3 Southeast corner of
building over
plumbing
Approximately
12" below
finish floor
6 137.0 132.5 3.4 130.0
Material
Type
Pit Run
102
4 Southwest corner of
building over
plumbing
Approximately
12" below
finish floor
6 123.7 120.0 3.1 123.8
Material
Type
Native Silt
97
5 Southwest corner of
building over
plumbing
Approximately
12" below
finish floor
6 129.3 121.2 6.7 123.8
Material
Type
Native Silt
98
6 Southwest corner of
building over
plumbing
Approximately
12" below
finish floor
6 130.5 122.9 6.2 123.8
Material
Type
Native Silt
99
7 West center of
building over
plumbing
Approximately
24" below
finish floor
6 126.9 118.0 7.5 123.8
Material
Type
Native Silt
95
8 West center of
building over
plumbing
Approximately
24" below
finish floor
6 129.0 123.8 4.2 123.8
Material
Type
Native Silt
100
File Name:
21056D10292021BB
b8bc23e67404a7c5-1635519737507 2
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
9 West center of
building over
plumbing
Approximately
12" below
finish floor
6 131.0 122.7 6.8 123.8
Material
Type
Native Silt
99
10 West center of
building over
plumbing
Approximately
12" below
finish floor
6 130.6 121.9 7.1 123.8
Material
Type
Native Silt
98
11 West center of
building over
plumbing
Approximately
12" below
finish floor
6 129.6 122.5 5.8 123.8
Material
Type
Native Silt
99
Remarks:
Tested By:
Ben E. Ball
Signature:
Date:
10/29/2021
Reviewed By:
E. Vail
Signature:
Date:
11/01/2021
File Name:
21056D11042021BB
b8bc23e67404a7c5-1636036895167 1
4103 E. 605 N. Sute. 1 Rigby ID, 83442 208.881.0081 www.connectengr.com
In Place Density of Soils ASTM D2922 & D3017
Project Number:
21056
Contractor:
Hill & Son
Project Name:
Just For Kids
Instrument ID
00443
Daily Standardization:
Client:
Bateman Hall
Date:
11/04/2021
MS:
969
DS:
1551
Time Start:
08:00 AM
Time End:
04:00 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Tests on sub base
for floor slab
Top of sub
base
BS 126.8 121.0 4.8 123.8
Material
Type
Native Silt
98
2 Tests on sub base
for floor slab
Top of sub
base
BS 131.1 121.8 7.6 123.8
Material
Type
Native Silt
98
3 Tests on sub base
for floor slab
Top of sub
base
BS 125.2 120.0 4.3 123.8
Material
Type
Native Silt
97
4 Tests on sub base
for floor slab
Top of sub
base
BS 126.3 119.7 5.5 123.8
Material
Type
Native Silt
97
5 Tests on sub base
for floor slab
Top of sub
base
BS 126.3 120.8 4.6 123.8
Material
Type
Native Silt
98
6 Tests on sub base
for floor slab
Top of sub
base
BS 2124.3 120.2 3.4 123.8
Material
Type
Native Silt
97
7 Tests on sub base
for floor slab
Top of sub
base
BS 128.8 124.0 3.9 123.8
Material
Type
Native Silt
100
8 Tests on sub base
for floor slab
Top of sub
base
BS 130.1 125.4 3.7 123.8
Material
Type
Native Silt
101
File Name:
21056D11042021BB
b8bc23e67404a7c5-1636036895167 2
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
9 Tests on sub base
for floor slab
Top of sub
base
BS 125.0 120.1 4.0 123.8
Material
Type
Native Silt
97
10 Tests on sub base
for floor slab
Top of sub
base
BS 123.4 118.6 4.0 123.8
Material
Type
Native Silt
96
11 Tests on sub base
for floor slab
Top of sub
base
BS 124.2 120.1 3.4 123.8
Material
Type
Native Silt
97
12 Tests on sub base
for floor slab
Top of sub
base
BS 131.1 126.0 4.1 123.8
Material
Type
Native Silt
102
Remarks:
Tested By:
Ben E. Ball
Signature:
Date:
11/04/2021
Reviewed By:
E. Vail
Signature:
Date:
11/05/2021
File Name:
21056D11052021GKS
11a5fe16b57ffdca-1636124321498 1
4103 E. 605 N. Sute. 1 Rigby ID, 83442 208.881.0081 www.connectengr.com
In Place Density of Soils ASTM D2922 & D3017
Project Number:
21056
Contractor:
Hill and Son
Project Name:
Just For Kids
Instrument ID
78652
Daily Standardization:
Client:
Bateman Hall
Date:
11/05/2021
MS:
671
DS:
2439
Time Start:
08:30 AM
Time End:
09:30 AM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 4.1, A.6 0'BFG 6 131.1 124.8 5.0 131.0
Material
Type
3/4" Base
95
2 1.7, A.8 0'BFG 6 131.2 124.8 5.1 131.0
Material
Type
3/4" Base
95
3 2.3, B.2 0'BFG 6 131.5 126.1 4.3 131.0
Material
Type
3/4" Base
96
Remarks:
Tested By:
Gabe Stastny
Signature:
Date:
11/05/2021
Reviewed By:
E. Vail
Signature:
Date:
11/05/2021
File Name:
21056D05032022AW
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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DFE1D4E9-1468-492A-BC47-1BDE7B071A65 1
4103 E. 605 N. Suite. 1 Rigby ID, 83442 208.881.0081 www.connectengr.com
In Place Density of Soils ASTM D2922 & D3017
Project Number:
21056
Contractor:
Bateman Hall
Project Name:
Just For Kids
Instrument ID
76560
Daily Standardization:
Client:
Bateman Hall
Date:
05/03/2022
MS:
621
DS:
2502
Time Start:
11:30 AM
Time End:
02:00 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 8’ N from S edge of
building’s entrance
pad
6’ W from building
doors
Sidewalk
Top of base 6 129.5 123.9 4.5 126.4
Material
Type
3/4" Base
#2
98
2 48’ S of the S side of
building entrance
(window)
4’ W of the building’s
E wall
Sidewalk
Top of base 6 126.2 121.7 3.7 126.4
Material
Type
3/4" Base
#2
96
3 4’ W of the building’s
SW corner
Sidewalk
Top of base 6 125.4 121.3 3.7 126.4
Material
Type
3/4" Base
#2
96
4 18’ E from building’s
SW corner
5’ S from building’s
S wall
Sidewalk
Top of base 6 128.0 123.4 3.8 126.4
Material
Type
3/4" Base
#2
98
5 16’ E of SW corner Top of base 6 132.5 123.1 3.8 126.4 97
File Name:
21056D05032022AW
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Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1’ N of the project’s
S edge
Curb
Material
Type
3/4" Base
#2
6 7’ E of dumpster
enclosure
1’ S from the N edge
of the dumpster
enclosure
Curb
Top of base 6 138.3 131.5 5.2 131.0
Material
Type
3/4" Base
100
7 48’ N of parking lot
entrance
20’ E of Bond Ave.
Curb
Top of base 6 136.4 129.5 5.3 131.0
Material
Type
3/4" Base
99
8 2’ E of Bond Ave
36’ N of parking lot
entrance
Sidewalk
Top of Base 6 128.9 121.6 6.0 126.4
Material
Type
3/4" Base
#2
96
9 15’ S of existing side
wall on N side of
project
4’ E of Bond Ave
Sidewalk
Top of base 6 132.8 125.1 6.2 126.4
Material
Type
3/4" Base
#2
99
Observations/Remarks:
At 11:30 AM, Eric asked me to take density shots of the 3/4 base at the Just for Kids project in Rexburg. I loaded
the truck, standardized the gauge, and left the lab at 11:45 AM.
I arrived on the project, met Sam (Project Manager with Bateman Hall), and starting taking density shots at
12:15 PM. As reported, I took 9 passing shots; all met the specifications of the 3/4 Base values. I then packed
up the equipment and left the site at 1:00 PM.
I came back to the lab, unloaded the equipment, and completed the associated paperwork at 2:00 PM.
Tested By:Reviewed By:
File Name:
21056D05032022AW
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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DFE1D4E9-1468-492A-BC47-1BDE7B071A65 3
AWalburger
Signature:
E. Vail
Signature:
Date:
05/04/2022
Inspection Images:
File Name:
21056D05032022AW
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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File Name:
21056D05032022AW
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File Name:
21056D05032022AW
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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File Name:
21056D05102022HR
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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8F4C84C2-93BC-4799-A05F-51B153CCAC06 1
4103 E. 605 N. Suite. 1 Rigby ID, 83442 208.881.0081 www.connectengr.com
In Place Density of Soils ASTM D2922 & D3017
Project Number:
21056
Contractor:
Bateman Hall Construction
Project Name:
Just For Kids
Instrument ID
78653
Daily Standardization:
Client:
Bateman Hall
Date:
05/10/2022
MS:
635
DS:
2608
Time Start:
08:00 AM
Time End:
10:30 AM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 South west property
corner on Bond Ave
30 feet east 10 feet
north
Top of 3/4
base
6 129.7 125.5 3.4 131.0
Material
Type
3/4" Base
96
2 South West corner of
property line
50 feet east 5 feet
north
Top of 3/4
base
6 134.8 129.1 3.4 131.0
Material
Type
3/4" Base
99
3 South West corner of
the building.
10 feet south 8 feet
east
Top of 3/4
base
6 128.6 124.4 4.2 131.0
Material
Type
3/4" Base
95
4 South west corner of
building.
30 feet north 12 feet
west
Top of 3/4
base
6 132.7 127.3 4.2 131.0
Material
Type
3/4" Base
97
5 South west corner of
building.
45 feet north and 42
feet west
Top of 3/4
base
6 134.1 127.8 4.9 131.0
Material
Type
3/4" Base
98
6 South west corner of
building.
45 feet north 60 feet
west
Top of 3/4
base
6 131.5 125.5 4.8 131.0
Material
Type
3/4" Base
96
7 South west corner of Top of 3/4 6 133.2 126.7 5.1 131.0 97
File Name:
21056D05102022HR
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
building.
75 feet north and 50
feet west
base Material
Type
3/4" Base
8 South west corner of
building.
65 feet north 15 feet
west
Top of 3/4
base
6 133.6 126.8 4.6 131.0
Material
Type
3/4" Base
97
9 From north west
corner of building.
15 feet south 15 feet
west.
Top of 3/4
base
6 129.6 126.2 3.7 131.0
Material
Type
3/4" Base
96
10 North west corner of
building.
20 feet south 30 feet
west
Top of 3/4
base
6 133.7 128.3 4.7 131.0
Material
Type
3/4" Base
98
11 North west corner of
building.
10 feet north and 45
feet west
Top of 3/4
base
6 132.1 126.0 4.8 131.0
Material
Type
3/4" Base
96
Observations/Remarks:
The base was prepared and rolled before I arrived on site. The contractor stated the ground had been rolled
significantly. The densities were easily passing.
Tested By:
Hunter Redd
Signature:
Reviewed By:
E. Vail
Signature:
Date:
05/10/2022
Inspection Images:
File Name:
21056D05102022HR
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
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8F4C84C2-93BC-4799-A05F-51B153CCAC06 3
Date:
05/11/2022
File Name:
21056DA051132022BB
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
b8bc23e67404a7c5-1652282225407 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
In Place Density of Asphalt by Nuclear Methods ASTM D2950
Project Number:
21056
Contractor:
HK Contractors
Project Name:
Just For Kids
Instrument ID
00443
Daily Standardization:
Client:
Bateman Hall
Date:
05/11/2022
MS:
988
DS:
1589
Time Start:
08:00 AM
Time End:
03:00 PM
Details
Test
#:
Location:Lift: Material:Wet:Marshall
#:
%
Marshall:
Pass Fail
1 Just For Kids first pull 1 Asphalt
Marshall
141.9 151.8 93
2 Just For Kids second pull 1 Asphalt
Marshall
140.0 151.8 92
3 Just For Kids third pull 1 Asphalt
Marshall
143.3 151.8 94
4 Just For Kids south end of first three
pulls
1 Asphalt
Marshall
141.0 151.8 93
5 Just For Kids forth pull 1 Asphalt
Marshall
140.1 151.8 92
6 Just For Kids fifth pull 1 Asphalt
Marshall
139.8 151.8 92
7 Just For Kids sixth pull 1 Asphalt
Marshall
140.6 151.8 93
8 Just For Kids south end exit pull 1 Asphalt
Marshall
140.5 151.8 93
9 Just For Kids south end exit pull 1 Asphalt
Marshall
140.8 151.8 93
Observations/Remarks:
Arrived on site at approximately 8:30 am. Ambient temperature was 39 degrees and sunny skies. Asphalt arrived
approximately 9:20 am. Ambient temperature was 42 degrees asphalt temperature was 233 degrees.
Tested By:
Ben E. Ball
Signature:
Reviewed By:
E. Vail
Signature:
Date:
05/11/2022
File Name:
21056DA051132022BB
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
b8bc23e67404a7c5-1652282225407 2
Date:
05/11/2022
Inspection Images:
Date:
05/11/2022
File Name:
21056DA051132022BB
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
b8bc23e67404a7c5-1652282225407 3