HomeMy WebLinkAboutIn-Place Density Report_Test-0001-0013_8355939Test 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 Top 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
Pass: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)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
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING
OUR WRITTEN APPROVAL.
Page 1 of 2
In-Place Density Report
Test Method: ASTM D6938
Report Date: 07/28/2021
Client:
D&D Welding
FORT PIERCE, FL 34946
5300 S. STEELE BLVD.
Project:
5300 S Steele Blvd
113-20-64-5510A
Fort Pierce, FL
5300 S Steele Blvd
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone: 772-878-0072
Port St. Lucie Branch
Page 1 of 3
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 -1.0 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
Pass: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)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
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING
OUR WRITTEN APPROVAL.
Page 2 of 2
In-Place Density Report
Test Method: ASTM D6938
Report Date: 07/28/2021
Client:
D&D Welding
FORT PIERCE, FL 34946
5300 S. STEELE BLVD.
Project:
5300 S Steele Blvd
113-20-64-5510A
Fort Pierce, FL
5300 S Steele Blvd
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone: 772-878-0072
Port St. Lucie Branch
Page 2 of 3
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING
OUR WRITTEN APPROVAL.
Page 3 of 2
In-Place Density Report
Test Method: ASTM D6938
Report Date: 07/28/2021
Client:
D&D Welding
FORT PIERCE, FL 34946
5300 S. STEELE BLVD.
Project:
5300 S Steele Blvd
113-20-64-5510A
Fort Pierce, FL
5300 S Steele Blvd
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone: 772-878-0072
Port St. Lucie Branch
Page 3 of 3
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