HomeMy WebLinkAboutCompaction Tests KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876. E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
Revised: June 5, 2017
April 5, 2017
P.J. Trucking & Land Clearing
12370 Piper Cub Terrace
Port St. Lucie, Florida 34987
Re: 15370 Sky King Drive
._Port,St. Lucie, Florida_
Permit#: 1703-0247
KSM Project#: 170840-2d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the second lift for
the compacted foundation fill for the house pad at the above referenced project.
``����.•. d,Ky600P. any questions, please feel free to contact the office.
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Email to: peterpj64@yahoo.com
Fax and Mail to: St. Lucie County Building Department RECEIVED JUN 0 81017
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: April 4", 2017 KSM JOB#: 170840-2d/MH/cc
PERMIT#: 1703-0247
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive
Port St. Lucie, Florida
MATERIAL: Brown Sand with Shell Fragments
ITEM TESTED: Compacted Foundation Fill for the House Pad —2Id Lift
- --- - - -- -- - --- -- - - -- --- ----- -- - -- --- -PEN - --- - -- - - -- - -- - -- - -- - - - - -- - - - - - -
TEST LOCATION DEPTH MOIS- DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
VALUE
1. S.W. 12" —24" 11.2 50 110.9 115.9 95.7
2. N.W. 50 112.5 97.1
3. Center 50 111.2 " 95.9
4. S.E. 50 110.8 95.6
5. N.E. 50 111.3 96.0
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78_1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
MOISTURE-DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: April 0, 2017 KSM JOB #: 170840-2p
PERMIT#: 1703-0247
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive
_ Port St; Lucie, Florida
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8 9 10 11 12 13 14
Moisture- Percent of Dry Weight
Soil Description: Brown Sand with Shell Fragments
Max. Dry Density: 115-.9 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
J M L_'SVAAML
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH(561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
Revised: June 5, 2017
April 10, 2017
P.J. Trucking & Land Clearing
12370 Piper Cub Terrace
Port St. Lucie, Florida 34987
Re: 15370 Sky King Drive
Port St. Lucie, Florida
-- P_ermit_#: 1.703-0247- -- -- - — --- - -- -
KSM Project#: 170840-3d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the final lift for the
compacted foundation fill for the house pad at the above referenced project.
e any questions, please feel free to contact the office.
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JE� b�Iii����
Email to: peterpj64@yahoo.com
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469,
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: April 7th, 2017 KSM JOB#: 170840-3d/MH/ct
PERMIT#: 1703-0247
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive
Port St. Lucie, Florida
MATERIAL: Brown Sand with Traces of Shell and Clay
ITEM TESTED: Compacted Foundation Fill for the House Pad — Final Lift
- - - - - - -- -- - - - - - --- --- - - --- ---- - - - - --- - - - --- - - -- - - -- ----- --- - - - -- - - -- -
TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
- - -- - - - - - - - -- -- - - - - -- - - - - - - - - - - - - - VALUE
1. N.W. 0" — 12" 12.3 50 104.8 108.8 96.3
2. N.E. 50 105.6 97.1
3. Center 50 107.3 98.6
4. S.W. 50 107.0 98.3
5. S.E. 50 106.1 97.5
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
MOISTURE-DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: April 7t', 2017 KSM JOB #: 170840-3p
PERMIT#: 1703-0247
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive
__ _ P_ort St._Lu_cie, Florida
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9 10 11 12 13 14 15
Moisture-Percent of Dry Weight
Soil Description: Brown Sand with Traces of Shell and Clay
Max. Dry Density: 108.8 P.C.F.
Optimum Moisture: 12.2 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P®. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
Revised: June 5, 2017
April 3, 2017
P.J. Trucking & Land Clearing
12370 Piper Cub Terrace
Port St. Lucie, Florida 34987
Re: 15370 Sky King Drive
-- -Port St.-Lucie-,-Florida-
.Permit#: 1703-0247
KSM Project#: 170840-1 d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the first lift for the
compacted foundation fill for the house pad at the above referenced project.
any questions, please feel free to contact the office.
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Email to: peterpj64@yahoo.com
Fax and Mail to: St. Lucie County Building Department
RECEiVED JUG
0 8?1117
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.: 5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: March 315t, 2017 KSM JOB#: 170840-1 d/MH/cc
PERMIT#: 1703-0247
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive
Port St. Lucie, Florida
MATERIAL: Brown Sand with Shell Fragments
ITEM TESTED: Compacted Foundation Fill for the House Pad— 15t Lift
- --- - -- - - - - --- -- - - - - - - - -- - -- - - - - - - - - - - - - - - -- -- - -- - - - - - - - - - - -- - - - - - - -
TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
- -- - --- - - - - - - --- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -VALUE
- - -- - - - -- - - - - - -
1. N.W. 0" — 12" 6.6 50 110.8 115.9 95.6
2. N.E. 50 113.7 98.1
3. Center 50 113.0 97.5
4. S.W. 50 111.7 96.4
5. S.E. 50 112.3 96.9
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller,P.E.: 68366
A%LJAVL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, IN,C.
MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
MOISTURE-DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: March 31st, 2017 KSM JOB #: 170840-1p
PERMIT#: 1703-0247
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive
Port St._Lucie, Florida
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8 9 10 11 12 13 14
Moisture- Percent of Dry Weight
Soil Description: Brown Sand with Shell Fragments
Max. Dry Density: 115.9 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
April 3, 2017
P.J. Trucking & Land Clearing
12370 Piper Cub Terrace
Port St. Lucie, Florida 34987
Re: 15370 Sky King Drive
Port St. Lucie, Florida
Permit#:
KSM Project#: 170840-1 d
Dear Sir: J d ay
Enclosed, please find the nuclear density test results performed on the first lift for the
compacted foundation fill for the house pad at the above referenced project.
questions, please feel free to contact the office.
fib
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Email to: peterpj64@yahoo.com
Mail 3 Copes
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH(561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: March 31 st, 2017 KSM JOB#: 170840-1 d/MH/cc
PERMIT#:
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive
Port St. Lucie, Florida
MATERIAL: Brown Sand with Shell Fragments
ITEM TESTED: Compacted Foundation Fill for the House Pad — 'It Lift
-- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - ---- -- - -
TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
VALUE
- - - - - -- - - - - - - -- - -- - - - - -- - - - -
1. N.W. 0" — 12" 6.6 50 110.8 115.9 95.6
2. N.E. 50 113.7 98.1
3. Center 50 113.0 97.5
4. S.W. 50 111.7 96.4
5. S.E. it50 112.3 96.9
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
Tie C19
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
MOISTURE-DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: March 31st, 2017 KSM JOB #: 170840-1p
PERMIT#:
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive
Port St. Lucie, Florida
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8 9 10 11 12 13 14
Moisture- Percent of Dry Weight
Soil Description: Brown Sand with Shell Fragments
Max. Dry Density: 115.9 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
A%l11lNJiva
KELLER, SCHLEICHER & MaCWILLIAIVI ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail. KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
l April 5, 2017
P.J. Trucking & Land Clearing
12370 Piper Cub Terrace
Port St. Lucie, Florida 34987
1 1 Re: 15370 Sky King Drive
Part St. Lucie, Florida
Permit#:
KSM Project#: 170840-2d
Dear Sir:
Enclo �� lease find the nuclear density test results performed on the second lift for
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`c�,�oundation fill for the house pad at the above referenced project.
ak questions, please feel free to contact the office.
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Email to: peterpj64@yahoo.com
Mail 3 Copes
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
A%L Vi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
MOISTURE-DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: April 4", 2017 KSM JOB #: 170840-2p
PERMIT#:
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive _
Port St. Lucie, Florida
117 T- - - - T - - - -1 - - - -I- - - - T_ T — — — -
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8 9 10 11 12 13 14
Moisture- Percent of Dry Weight
Soil Description: Brown Sand with Shell Fragments
Max. Dry Density: 115.9 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.:37293/SI Lie. No.:860 / Julie E. Keller, P.E.:68366
Tie C!1t '
A%1JAVi
KELLER; SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH(561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
April 10, 2017
P.J. Trucking & Land Clearing
12370 Piper Cub Terrace
Port St. Lucie, Florida 34987
Re: 16370 Sky King Drive
Port St. Lucie, Florida
Permit#:
KSM Project#: 170840-3d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the final lift for the
compacted foundation fill for the house pad at the above referenced project.
ShogLdsyeuQ a any questions, please feel free to contact the office.
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Email to: peterpj64@yahoo.com
Mail 3 Copes
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
TIP C19
A%IJara
KELLER, .SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH(561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: April 7t', 2017 KSM JOB#: 170840-3d/MH/ct
PERMIT#:
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive
Port St. Lucie, Florida
MATERIAL: Brown Sand with Traces of Shell and Clay
ITEM TESTED: Compacted Foundation Fill for the House Pad —Final Lift
----- - - - - --- - - --- - --------- ---------------- -- -- - - -- --- - - - - - -- -- - --- - -
TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
- ----- - - -- -- - -- - - - - ---------- ---- - - - -- --- - - - - - VALUE - - - - - -- - - - -- - - -
1. N.W. 0" — 12" 12.3 50 104.8 108.8 96.3
2. N.E. 50 105.6 9197.1
3. Center 50 107.3 " 98.6
4. S.W. 50 107.0 If98.3
5. S.E. " . 50 106.1 97.5
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
I
TIFC1t
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
MOISTURE-DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: April 7", 2017 KSM JOB #: 170840-3p
PERMIT#:
CONTRACTOR: P.J. Trucking & Land Clearing
JOB LOCATION: 15370 Sky King Drive
Port St. Lucie, Florida
110.7-- - -I- -- -, - - --1---- r - --7 - - - 1
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LC
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1054 - - - -- -- - - -- --- - -- - - -- --�.
9 10 11 12 13 14 15
Moisture-Percent of Dry Weight
Soil Description: Brown Sand with Traces of Shell and Clay
Max. Dry Density: 108.8 P.C.F.
Optimum Moisture: 12.2 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366