HomeMy WebLinkAboutCompaction Test Headquarters "Ah
C! Ik 9 ENGIE ► Mailing
11345 U.S. Highway 1 [� PO Box 78-1377OrlandoSebastian, FL. 32958 ,r, JLVL ANDTES G Seb etian,589-0778
12
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: March 23, 2020 KSM JOB#: 201385-1d/MH/jo
PERMIT#: 2003-0402 NUC# 630
CONTRACTOR: Brett Webster Tractor Nuc Model: MC-10R-P
JOB LOCATION: 6000 Hickory Drive Nuc Serial #: 30630
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill-Detached Garage
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F), 'COMPACTION
1: N.W. 0" - 12" 50 110.9 113.9 97.4%
2. Center 50 113.5 99.6%
3. S.E. 50 112.6 98.9%
Soil Description,
-
Brown Gray Sand with 115.0W I I I I I I
Traces of Clay Fragments E I I I I I
In Place Moisture: I
2.9%; 114.0 a—
H Proctor Optimum Moisture: T
11.0% 113.0
P
Proctor Max. Dry Density: P.C.F.
113.9 C112.0
@ Test Locations the Density& F
Penetrometer readings indicate the II�
--....—_..
il I
....--....!i Degree of Compaction Meets 111.0
Minimum Required. R I I I I I
for Staked Foundation Y I I I I I I
Respectfully Submitted: 110.0 •�—••—•�—••.—•�•—••—�•—••--�••—••-�-•••—••�
8 9 10 11 12 13 14
Moisture- % of Dry Weight
��cicaltaPaoce® ,
Disclaimer: Contractor is responsible to maintain
a
•"1��� "°°" ° ��° �'� the tested area in the condition that KSM
EN
r completed the indicated passed compaction test.
KS,M is not responsible if the tested area has been
altered from the approved inspected condition.
`• Y f y
+�� }°tea o•;v`1�•�� op
3/24/2020
Email to: St Lucie Building Department; brett.webster@yahoo.com
Proudly Serving Florida since 1990