HomeMy WebLinkAboutRevised Compaction TestHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE REVISED:
DATE TESTED:
PERMIT #: 2003-0659
NLIC # 630
CONTRACTOR: Wynne Development
JOB LOCATION: 14399 Isla Flores Avenue
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
Nuc Model:
Nuc Serial #:
MC-10R-P
30630
TEST LOCATION PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. N. E. 011-1211 45
110.4 112.9
97.8%
2. S. E. 11 40
111.2 11
98.5%
3. Center 11 45
112.1 11
99.3%
4. S.W. 11 50
110.6 11
98.0%
5. N.W. 11 50
111.5 11
98.8%
Soil Description:
114.0
Brown Sand
WE
In Place Moisture:
G
113.0 4— — ------
11.6%
H
T
Proctor Optimum Moisture:
112.0
11.0%
P
Proctor Max. Dry Density: P.C.F.
C
112.9
F
@ Test Locations the Density &
j j
Penetrometer readings indicate the
110.0
Degree of Compaction Meets
D
Minimum Requirement
y
for Staked Foundation
109.0 --i - - — 4-
Respectfully Submitted:
8 9 10 11 12
13 14
This item has been electronically signed and
sealed by Bryan E. Dahlke, PE FL. Lic. 81439
on the date stated directly to the right using
a digital signature.
Printed copies of this documents are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
Digitally signed by
Bryan E Dahlke
Date: 2021.02.10
Bryan E. Dahlke, P.E. 12:54:13 -05'00'
V.P. of Engineering
PE # 81439 2/10/2021
Email to: St Lucie Building Department
Moisture - % of Dry Weight
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
altered from the approved inspected condition.
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