HomeMy WebLinkAboutCompaction Test Headquarters 10 � Mailing
11345 U.S. Highway 1 GIN i - PO Box 78-1377
Sebastian, FL. 32958 I Sebastian, FL. 32978
Orlando 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 4,2020 KSM JOB#: 202056-1d/DJ/jo
PERMIT#: 1911-0560 NUC# 404
CONTRACTOR: Wynne Development Nuc Model: MC-1 Elite
JOB LOCATION: 1 Peru Nuc Serial#: 31404
Country Club Village
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. 0"-12" 40+ 106.7 110.0 97.0%
2. N.W. 38 105.6 1196.0%
3. Center 38 108.2 98.4%
4. N.E. 40+ 105.9 96.3%
5. S.E. 40+ 107.2 97.5%
Soil Description: 111.0
Brown Sand with traces of W
E I I I I I I
Clay I I I I I I
In Place Moisture: G _ '
110.0 l_.._.I._. _ � _..J.._..1
9.1% " 1-
T I
Proctor Optimum Moisture:
12.0% P I I I I
109.0 J_.._.i_. i._.._�._..;. _..T.._...
Proctor Max. Dry Density: P.C.F. C I I I I I I
110.0 I
F
@ Test Locations the Density&
108.0 �-- —•1_.._.I._.._l._..J.._.. _...
Penetrometer readings indicate the I I I I I
Degree of Compaction Meets D
I
Minimum Requirement R I I I I I I
for Staked Foundation 107.0
Respectfully Submitted: 9 10 11 12 13 14 15
Moisture-%of Dry Weight
ti��4�l�areoao�c
Disclaimer: Contractor-is responsible to maintain
1o°K ,,00Q the tested area in the condition that KSM
• • o-
completed the indicated passed compaction test.
° N�
ems ' ,.`tCE � .,4c'�
o. KSM is not responsible if the tested area has been
No. 683S6 g � altered from the approved inspected condition.
STA 0
0 hjl�j E. Keller ��
si
5/5/2020
Email to:; t ucie Building Department
Proudly Serving Florida since 1990