HomeMy WebLinkAboutcompaction Test A R � __� _ Ardaman&Associates.Inc.
�� 460 NW Concourse Place,Unit 1
Port St.Lucie,FL 34986
® Inc.
Associates, Poona(772)876-0672
Florida Certificate of Authorization No.00005950 FAX(772)878-0097
MODIFIED PROCTOR (ASTM D-1557)
Project Name: Bruce/Mason Date Sampled: 11/12/2020
Project Location: 10301 S.Indian River Dr,Fort Pierce,FL Sampled By: OR
File Number: 00-5500 Date Tested: 11/13/2020
Client Name: Mason Construction&Development Tested By: RT
1000.0
Z
O
Q
W
a 100.0 .. _ LBR VALUE(%)
U.
+4 MATERIAL(%)
c
-4 MATERIAL(%)
10.0
m
1.0
0 1 2 3 4 5 6 7 8 9 10 it 12 13 14 15 16 17 1tt 19 20
MOISTURE CONTENT(%)
120
®® MAX.DRY
"® � DENSITY(pcf)
®e108.0
®o
MOISTURE13.0
(%)
f
3 105 PERCENT
FINES(%)
N/A
>-100
_. Curves of 100%Saturation
for Specific Gravity Equal t
95 2.60
2.65
90 2.70
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
MOISTURE CONTENT(°k)
SAMPLE NUMBER: 20-290 11 1 1 f
SAMPLE DESCRIPTION: Gray Fine Sand with Trace Organics ��� 2¢�LL
SAMPLE LOCATION: Stockpile � �r1SE
PROPOSED USE: Pad
Our letters and reports are for th exclusive use of the client to whom they are addressed and stall not be _ 1 LU_
reproduced except in lua without the approval of the testing laboratory.The use of our name must receive our y =
written approval.Our letters and reports apply 0*to the sample tested and.or inspected,and are not l`
indicative of the quantities of apparently indentical or similar products. Oftr^
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E- K:] In-Place Density Report Client: Project: *.)
UNA3 &ZsoClateS, Inc. Permit#SLC-2009-0417 Mason Construction &Development 113-00-00-5500
Report Date: 11/13/2020 880 Jupiter Park Drive,Suite 10 Bruce/Mason
Port St.Lucie Branch Test Method:ASTM D6938 Jupiter, FL 33458 10301 S. Indian River Dr.
Florida Registration No.5950
460 NW Concourse Place,unit, Fort Pierce, FL
Port St.Lucie,FL 34986
Phone:772-878-0072
In Place In Place
Optimum Maximum In Place Dry Wet Probe
Retest Test Soil Moisture Dry Density Moisture Density Density Depth Percent Min Comp.
Test# Of Date Proctor ID Method Classification N (pcf) (%) (pcf) (pcf) (in) Compaction (°/a) Remark
1 11/12/20 20-290 A - 13.0 108.0 6.9 106.0 113.3 12 98 95 Pass
(Modified)
2 11/12/20 20-290 A -- 13.0 108.0 8.4 107.0 116.0 12 99 95 Pass
(Modified)
3 11/12/20 20-290 A -- 13.0 108.0 8.1 106.6 115.2 12 99 95 Pass
(Modified)
4 11/12/20 20-290 A -- 13.0 108.0 9.2 106.7 116.5 12 99 95 Pass
(Modified)
5 11/12/20 20-290 A - 13.0 108.0 8.6 107.2 116.4 12 99 95 Pass
Modified
6 11/12/20 20-290 A -- 13.0 108.0 9.8 106.3 116.7 12 98 95 Pass
Modified
Test Information .
Gauge
Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician
1 Footings:For Shed Building Pad located at:10301 S Indian River Drive, Fort Pierce. -1.0 Bottom of footings CPN/MC-3/M340507395/ Tech, Port St.Lucie
NW End of Footings
2 Footings:For Shed Building Pad located at:10301 S Indian River Drive, Fort Pierce. -1.0 Bottom of footings CPN/MC-3/M340507395/ Tech, Port St.Lucie
SW End of Footings
3 Footings:For Shed Building Pad located at:10301 S Indian River Drive, Fort Pierce. -1.0 Bottom of footings CPN/MC-3/M340507395/ Tech, Port St. Lucie
NE End of Footings
4 Building Pad Fill:For Shed Building Pad located at:10301 S Indian River Drive, Fort -1.0 Top of pad CPN/MC-3/M340507395/ Tech, Port St.Lucie
Pierce. NW End of Pad
5 Building Pad Fill:For Shed Building Pad located at:10301 S Indian River Drive, Fort -1.0 Top of pad CPN/MC-3/M340507395/ Tech, Port St. Lucie
Pierce.SW End of Pad
6 Building Pad Fill:For Shed Building Pad located at:10301 S Indian River Drive, Fort -1.0 Top of pad CPN/MC-3/M340507395/ Tech, Port St. Lucie
Pierce.SE End of Pad
Remarks Comments`,
Pass:Density Pass "Gauge calibration
(Met
Tests are"Diect hod A)unless probe depth is noted as
"Backscatter. lion 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 2
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
PENDING OUR WRITTEN APPROVAL.
In-Place Density Report Client: Project: 4a
&Associates, Inc. Permit#SLC-2009-0417 Mason Construction &Development 113-00-00-5500
Report Date: 11/13/2020 880 Jupiter Park Drive, Suite 10 Bruce/Mason
Port St Lucie Branch Test Method:ASTM D6938 Jupiter, FL 33458 10301 S. Indian River Dr.
Florida Registration No.5950
460 NW Concourse Place,Unit Fort Pierce, FL
Port St.Lucie,FL 34986
Phone:772-878-0072
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Manager Dan J.Zrallack, P.E.on Nov 13,2020 using a
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AS A MUTUAL PROTECTION TO OUR CLIENT,THE PUBLIC AND OURSELVES,ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 2
THE CLIENT,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
PENDING OUR WRITTEN APPROVAL.