HomeMy WebLinkAboutCompaction Test Headquarters ' Mailing
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9
11345 U.S. Highway 1 1, ff ENGINEERI& PO Box 78-1377
an, FL. 32978
Orlando n, FL. 32958 11 AvL AND TESTING Phone:tl772 589 0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
February 26,2020 KSM JOB#: 200833-1d/lVIH/jo
CONTRACTOR: V& M Erectors, Inc.
135 Weston Rd,Ste 273
Weston, FL 33326
JOB LOCATION: 5001 St. Lucie Boulevard
Ft. Pierce, Florida
PERMIT M
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the pad at the above referenced project.
Should you have any question, please feel free to contact our office.
Respectfully,
rya~�Moy�
r
NO, 66366
16
1
P
P 02/26/20
Email to: william.wyers@vmerectors.com
Proudly Serving Florida since 1990
Headquarters TP ENGINEERIR Mailing
11345 U.S. Highway 1 PO Box 78-1377
�ro Sebastian, FL. 32958 % AVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way . SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 T KSMengineering.net
ASM D 1557 and ASTM D 6938
DATE TESTED: February 20,2020 KSM JOB#: 200833-1d/MH/jo
PERMIT#: NUC# 630
CONTRACTOR: V& M Erectors, Inc. Nuc Model: MC-10R-P
JOB LOCATION: 5001 St. Lucie Boulevard Nuc Serial#: 30630
Ft. Pierce, Florida
ITEM TESTED: Pad
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION
1. N.W. 0"-12" N/A 126.9 128.5 98.8%
2. N.E. N/A 126.0 98.1%
3. Center N/A 126.9 98.8%
4. S.W. 12"-24" N/A 126.3 98.3%
5. S.E. N/A 126.6 98.5%
6. 5 Foot Offset N/A 126.3 98.3%
Soil Description:
Cemented Coquina Rock
In Place Moisture:
7.9
Proctor Optimum Moisture:
8.2%
Proctor Max. Dry Density:P.C.F.
128.5
@ Test Locations the Density&
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
Julie E. Keller, P.E. altered from the approved inspected condition.
President
PE#68366 2/26/2020
Proudly Serving Florida since 1990
' Headquarters IP C W X ENGINEERII PO Box Mailing
11345 U.S. Highway 1 78-1377
Orlando Sebastian, FL. 32958 L%m jra AND TESTING hoet'772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: February.20,2020 KSM JOB#: 200833-1d/MH/jo
PERMIT M
CONTRACTOR: V&M Erectors, Inc.
JOB LOCATION: 5001 St. Lucie Boulevard
Ft. Pierce, Florida
130.0 I I I
W
E I I I I I I I I
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T 128.0 —..-. . _.._ ._.._.. _.. _ ._.._ _.. _.._.
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R 125.0 i i.._. I. ._.:i .._.._ ._.._.. _.._
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3 4 5 6 7 8 9 10 11
Moisture-%of Dry Weight
Soil Description:
Cemented Coquina Rock
Proctor Optimum Moisture:
8.2%
Proctor Max. Dry Density: P.C.F..
128.5
Julie E. Keller, P.E.
President
PE#68366 2/26/2020
Proudly Serving Florida since 1990