HomeMy WebLinkAboutCompaction Test Headquarters Mailin
_. 9
11345 U.S. Highway 1 ENGINEERINA PO Box 78-1377
Sebastian, FL. 32958 !", ill r � AND TESTING Sebastian, FL. 32978
Orlando ii? ` j 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: April 7, 2020 KSM JOB#: 201642-1d/MH/jo
PERMIT#: 2002.-0313 NUC# 630
CONTRACTOR: Wynne Development Nuc Model: MC-1011-P
JOB LOCATION: 22 Golf Drive Nuc Serial#: 30630
Spanish Lakes One
Port St Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN ;DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.E. 0 1211 50 111.4 114.0 97.7%
2. S.W. 50 112.6 If98.8%
3. Center '" 50 1.11.3 97.6%
4. N.E. 50 110.9 97.3%
5. N.W. 50 111.6 If97.9%
Soil Description: W 115.0 I I I I I
Brown Sand with traces E I I I I I
of Clay I I I I I
In Place Moisture: G I _
114.0 l_.._.I._ _..J.._..1
—
6.9% H I I I I I
T
Proctor Optimum Moisture: I I I
11.0% P I I I I I
1.13.0 L -1 T.._...
Proctor Max. Dry Density:P.C.F. C I
114.0
F
@ Test Locations the Density&' j_,•—.L_.._l._.. �.._..1.
Penetrometer readings indicate the 112.0 i— — —
Degree of Compaction Meets . D I I I I I I
Minimum Required R
for Staked Foundation
Respectfully Submitted: $ 9 10 11 12 13 14
„ Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
the "tested area in the condition that KSM
Q.• �' • completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
W- altered from the approved inspected condition.
. ABC®� ��
n•E eo�
'®ill n���
PE#kWg 111111 4/8/2020
Email to: St Lucie Building Department
?proudly Serving Florida since 1990