HomeMy WebLinkAboutCompaction Test (2) Headquarters1&C IL t, ENGINESF"% PO Box 7Mailing
'11 345 U%S. Highway 18-1377
Serlando bastian, FL. 32958A% ,AVL AND TESTINu SebaPhonstian,
L. 2978
712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
April 21, 2020 KSM JOB#: 201845-1d/SH/jo
CONTRACTOR: James Farley
4606 Magnolia Drive
:r Fort Pierce, Florida
JOB LOCATION: 4606 Magnolia Drive
Fort Pierce, Florida
PERMIT#: ;-2003-0125
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the garage pad at the above referenced
project.
Should you have any question, please feel free to contact our office.
APR 2 9 2020
Respectfully,
06gv `.••�.•.•••,• �PSI
• 0. 68366
PE#"�3�j NAt'�,`••o' 04/21/20
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Email to: St Lucie Building Department; jfarley@slbt.com
Proudly Serving Florida since 1990
HeadquartersPO I&CA 1 t ENGINEERI�'" Box Mailing
1.1345 USebastiaSS. Highway 1 78-1377
78
Ovando n, FL. 32958 Sebas , FL.LZ oLVL AND HUM' Ph net1an772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: April 20, 2020 KSM JOB# : 201845-1d/SH/jo
PERMIT#: 2003-0125 NUC# 528
CONTRACTOR: James Farley Nuc Model: MC-10R-P
y JOB LOCATION: 4606 Magnolia Drive Nuc Serial#: MD049528
Fort Pierce, Florida
ITEM TESTED: Garage Pad
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION
1. S.E. 011- 1211 39 108.4 112.8 96.1%
2. Center 1140 109.0 if 96.6%
3. N.W. 39 108.9 96.5%
Soil Description:
Brown Sand with
Shell
In Place Moisture:
10.0%
Proctor Optimum Moisture:
11.0%
Proctor Max.Dry Density: P.C.F.
112.8
@ 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
Julie E. Keller, P.E. altered from the approved inspected condition.
President
PE#68366 4/21/2020
Proudly Serving Florida since 1990
Headq
$1345 iS. H C ENGINEERIP� PO Box 78--11378
1'134 U'S. Highway 1
Sebas , FL. 3278
Orlando Sebastian, FL. 32958 ZV
AVLAND TESTM Phone:t1an772-589-07912
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: April 20, 2020 KSM JOB#: 201845-1d/SH/jo
PERMIT#: 2003-0125
CONTRACTOR: James Farley
JOB LOCATION: 4606 Magnolia Drive
Fort Pierce, Florida
114.0 I I I I I
W
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H
T I I I I I
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PI I I I I
112.0 j_..—..—. —..—..—..— —..—..— .—..—.. —..—..—. —..—..—.
C I I I I I
I I I I I I
F I I I I I
111.0 —..—..�..— —..T..—..—..�..—..—..�..—.. —i.—..—..—.
D I I I I I I
R I I I I I
Y110.0 �..—..—. —..—..+..—..—.. ..—..—..�..—..—..—�..—..—..—.
I I I I I I
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109.0 �..—..—..�..—..—.. ..—..—..�..—..—..�..—..—..—� — — —,
8 9 10 11 12 13 14
Moisture-% of Dry Weight
Soil Description:
Brown Sand with
Shell
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
112.8
Julie E. Keller, P.E.
President
PE#68366 4/21/2020
Proudly Serving Florida since 1990