HomeMy WebLinkAboutIn-Place Density Report_Test-0001-0013_8355939�`uArdaman In -Place Density Report
MO% & Associates, Inc. Report Date: 07/28/2021
Test Method: ASTM D6938
Port St. Lucie Branch
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone:772-878-0072
Client:
D&D Welding
5300 S. STEELE BLVD.
FORT PIERCE, FL 34946
Project:
113-20-64-5510A
5300 S Steele Blvd
5300 S Steele Blvd
Fort Pierce, FL
Test Results
Test #
Retest
Of
Test Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry
Density (pcf)
In Place
Moisture
N
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
N
Remark
1
07/15/21
21-138
(Modified)
A
11.0
108.0
6.8
106.5
113.7
12
99
95
Pass
2
07/15/21
21-138
(Modified)
A
11.0
108.0
6.3
104.2
110.8
12
96
95
Pass
3
07/15/21
21-138
(Modified)
A
11.0
108.0
4.2
102.9
107.2
12
95
95
Pass
4
07/15/21
21-138
(Modified)
A
11.0
108.0
4.0
105.3
109.5
12
98
95
Pass
5
07/21/21
21-138
(Modified)
A
11.0
108.0
15.9
102.1
118.3
12
95
95
Pass
6
07/21/21
21-138
(Modified)
A
11.0
108.0
11.8
104.0
116.3
12
96
95
Pass
7
07/21/21
21-138
(Modified)
A
11.0
108.0
11.5
105.6
117.7
12
98
95
Pass
8
07/21/21
21-138
(Modified)
A
11.0
108.0
10.0
105.2
115.7
12
97
95
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Building Pad Fill: Building Pad Fill. E Building Area
-1.0
Top of Existing
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
2
Building Pad Fill: Building Pad Fill. Center Building Area
-1.0
Top of Existing
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
3
Building Pad Fill: Building Pad Fill. W Building Area
-1.0
Top of Existing
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
4
Building Pad Fill: Building Pad Fill. N Area
-1.0 lTop
of Existing
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
5
Building Pad Fill: Building Pad Fill. E Area
1.0
Existing Ground
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
6
Building Pad Fill: Building Pad Fill. Center Area
1.0
Existing Ground
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
7
Building Pad Fill: Building Pad Fill. W Area
1.0
Existing Ground
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
8
Building Pad Fill: Building Pad Fill. N Area
1.0
Existing Ground
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
Remarks
Comments
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 3
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN(
OUR WRITTEN APPROVAL.
�`uArdaman In -Place Density Report
MO% & Associates, Inc. Report Date: 07/28/2021
Test Method: ASTM D6938
Port St. Lucie Branch
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone:772-878-0072
Client:
D&D Welding
5300 S. STEELE BLVD.
FORT PIERCE, FL 34946
Project:
113-20-64-5510A
5300 S Steele Blvd
5300 S Steele Blvd
Fort Pierce, FL
Test Results
Test #
Retest
Of
Test Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry
Density (pcf)
In Place
Moisture
N
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
N
Remark
9
07/26/21
21-138
(Modified)
A
11.0
108.0
4.0
108.8
113.2
12
101
95
Pass
10
07/26/21
21-138
(Modified)
A
11.0
108.0
5.3
107.6
113.3
12
100
95
Pass
11
07/26/21
21-138
(Modified)
A
11.0
108.0
3.9
108.1
112.3
12
100
95
Pass
12
07/26/21
21-138
(Modified)
A
11.0
108.0
4.8
107.7
112.9
12
100
95
Pass
13
07/26/21
21-138
(Modified)
A
11.0
108.0
4.2
108.3
112.8
12
100
95
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
9
Building Pad Fill: Final Lift of Building Pad. NW Corner of Pad
-1.0
Top of pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
10
Building Pad Fill: Final Lift of Building Pad. NE Corner of Pad
-1.0
Top of pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
11
Building Pad Fill: Final Lift of Building Pad. Center of Pad
-1.0
Top of pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
12
Building Pad Fill: Final Lift of Building Pad. SW Corner of Pad
1 -1.0 1
Top of pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
13
Building Pad Fill: Final Lift of Building Pad. SE Corner of Pad
-1.0
Top of pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
Remarks
Comments
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 3
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN(
OUR WRITTEN APPROVAL.
�'uArdaman In -Place Density Report
MO% & Associates, Inc. Report Date: 07/28/2021
Test Method: ASTM D6938
Port St. Lucie Branch
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone:772-878-0072
Client:
D&D Welding
5300 S. STEELE BLVD.
FORT PIERCE, FL 34946
Project:
113-20-64-5510A
5300 S Steele Blvd
5300 S Steele Blvd
Fort Pierce, FL
This item has been digitally signed and sealed by Branch
Manager Dan J. Zrallack, P.E. on Jul 29, 2021 using a
Digital Signature.
Printed copies of this document are not considered signed
and sealed and the SHA authentication code must be
verified on any electronic copies.
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 3 of 3
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN(
OUR WRITTEN APPROVAL.