HomeMy WebLinkAboutCompaction Test � Headquarters Ik Mailing
11345 U.S. Highway 1 ENGINEERING PO Box 78-1377
Sebastian, FL. 32958 Sebastian, FL. 32978
Orlando ma wimp 4VIL AND TESTING Phone: 772-589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
May 21,2020 KSM JOB#: 202307-1d/SH/jo "
CONTRACTOR: Showcase Designer Homes
3393 SW 42nd Ave,Suite 1
Palm City, Florida
JOB LOCATION: 6401 S. Indian River Drive
Fort Pierce, Florida
PERMIT#: 2003-0690
To Whom it may concern,
Enclosed, please find the nuclear.density test results performed on the deck footers for a modular home at the
above referenced project.
Should you have any question, please feel free to contact our office.
Respectfully,
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V.P. ofVngmII1141eering
PE#81439 05/21/20
Email to:St Lucie Building Department; brandi@showcasedesignerhomes.com .
Proudly Serving Florida since 1990
111345 U.S. Highway1 19 ENGINEERING PO Box 7Mailing
8-1377
Sebastian, FL. 32958 N TESTING N Sebastian, FL. 32978
OrlandoLN Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: May 20, 2020 KSM JOB#: 202307-1d/SH/jo
PERMIT#: 2003-0690 NUC# 528
CONTRACTOR: Showcase Designer Homes. Nuc Model: MC-10R-P
JOB LOCATION:, 6401 S. Indian River Drive Nuc Serial#: MD049528
Fort Pierce, Florida
ITEM TESTED: Deck Footers for Modular Home
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION
1. N.W. 0"- 12" 37 105.3 106.9 98.5%
2. N.E. 38 105.8 99.0%
3. Center 36 104.6 97.8%
4. S.E. 37 104.9 98.1%
5. S.W. 37 105.1 98.3%
Soil Description:
Gray White Sand
In Place Moisture:
11.0%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density:P.C.F.
106.9
@ Test Locations the Density&
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
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
Bryan E. Dahlke, P.E. altered from the approved inspected condition.
V.P.of Engineering
PE#81439 5/21/2020
Proudly Serving Florida since 1990
. Headquarters � C ,t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 A% JLVJL AND. TESTING Sebastian, FL. 32978
OrlandoPhone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: May 20,2020 KSM JOB#: 202307-1d/SH/jo
PERMIT M 2003-0690
CONTRACTOR: Showcase Designer Homes
JOB LOCATION: 6401 S. Indian River Drive
Fort Pierce, Florida
108.0 I I I I I
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9 10 11 12 13 14 15
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Moisture- /o of D Weight
i Dry 9
Soil Description:
Gray White Sand
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
106.9
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE#81439 5/21/2020
Proudly Serving Florida since 1990