HomeMy WebLinkAboutcompactionHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
T1' CA 1 t ENGINEERING
i117 M AND TESTING
SOIL COMPACTION REPORT
ASTM _D-1557. a nd-ASTM-D-6938
August 31, 2021
2106-0732
Wynne Develppment
54 Villa Del Norte
Country Club Estates
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineeringmet
KSM JOB #: 216952-1d/MH/jam
NUC# 630
Nuc Model: MC-IDR-P
Nuc Serial #: 30630
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.W.
0" - 12" 50
108.0
110.3
97.9%
2 N.W.
108.1
98.0%
3 Center
108.0
97.9%
4 S.E.
108.3
98.2%
5 N.E.
108.0
97.9%
Soil Description:
Brown Sand with Traces of Shell
In Place Moisture:
5.6%
Proctor Optimum Moisture:
9.0%
Proctor -Max. Dry Density: P.C.F.
G
H 110.0
T I I I I
1o9.o ----- ._.f_.. ..j.._.I_ 4-\_G._..
P I I I I 1 I I lL
110.3 C 108.0
@ Test Locations the Density &
F 107.0
Penetrometer readings indicate the
Degree of Compaction Meets \\\\11I nt/it., I I I I I I I I
... �(EL1os.o
Minimum Requirement �� J�,�•-.....•�� ��i D I I 1 I I I I I
for Unstaked Foundation :� �.•' \\�EN3F'•-'p R
105-0
Respectfully Submitted: No.68366 — 4 5 6 7 8 9 10 11 12
'
DigitallJ * * i*_ Moisture - %of Dry Weight
signed 1�yt
Julie Keii p "•. STATE OF (V4F disclaimer: Contractor is responsible to maintain the tested area
Date: %�ct` " ���R1o?. ` �_�� in the condition that KSM completed the indicated passed
6 C1V�� compaction test. KSM is not responsible if the tested area has
k Pr" 2021.09.01 �'Si710t11At; been altered from the approved inspected condition.
13:27:45
-04'00'
Julie E. Keller, P.E. President
P-# 68366 9/1/2UZ1
Email to: dotty@wynnebc.com
Test report shall not be reproduced; except in -full, without the written approval ofIESM-Engineering-& Testing
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