HomeMy WebLinkAboutDOC120121-12012021120738.pdfHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
14:inlill 1
CONTRACTOR:
JOB LOCATION:
Tlt C�1 ANENGINEERING PO Box78-11377
Sebastian, FL. 3278
i1171N% AND TESTING Phone:772589-0712
SOIL COMPACTION REPORT C.A.# 5693
ASTM D 1557 and ASTM D 6938 KSMengineering.net
November 24, 2021 KSM JOB #: 219718-1d/BS/jam
21090526
Wynne Development
6513 Alemendra Street
Spanish Lakes Fairways
Fort Pierce, Florida
NUC# 456
Nuc Model: MC-1 Elite
Nuc Serial #: 31456
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" -12" 45
111.0
112.0
99.1%
2 S.W.
110.8
1198.9%
3 Center
110.3
IF
98.5%
4 N.W.
IF
110.6
98.8%
5 N.E.
"
109.8
98.0%
Soil Description:
Brown Sand
In Place Moisture:
113.0
W I I I I I I I
E I
112.0 i ..�.._.j_..F.._j._.' ..y.._.�_.._
j I I I I I
H 111.0—..�.._.I_..+.. I._..�..-4.
Proctor Optimum Moisture:
T I I I I I I
10.0%
P 110.0.. �.._.I—.. .._I._..�..�.._.I_.._
Proctor Max. Dry Density: P.C.F.
112.0
C '
1o9.o i-••J. I_..1.._I._..L..J.._.I_.._
@ Test Locations the Density &
I I I I I
Penetrometer readings indicate the
F I I
I I— I
Degree of Compaction Meets ��\\\ltlllrf��'
108.0 �•• — —I — I I ------
Minimum Requirement ���`� of- KVLt
���
D
for UnstakedFoundation�` �J' \\GENSF'��Q
R 107.0 — i—••t• —ii—••,
Respectfully Submitted:'
—••�••—�• —
Y 5 6 7 8 9 10 11 12 13
DiglLally- No.6F8366
sign Vy
Moisture - %of Dry Weight
!�I
Julienkr STATE OF • (p.
Disclaimer: Contractor is responsible to maintain the tested area
Date: �A� •, F�oR\Op ,.'`t1\:
in the condition that KSM completed the indicated passed
,, S. ••.....• . C4 �`
S� E� SI
compaction test. KSM is not responsible if the tested area has
P P
2021.11.E °Na► .�
�11111111\\\�
been altered from the approved inspected condition.
13::23::24
Julie E. Keller, P.E.(n'p 13innRnt
PE # 68366 11/29/2021
Email to: dotty@wynnebc.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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