HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
Ze VA 1 S ENGINEERING PO Box78-11377
Sebastian, FL. 32978
A%C2 I %li AND TESTING Phone:772589-0712
SOIL COMPACTION REPORT C.A.# 5693
ASTM D 1557 and ASTM D 6938 KSMengineering.net
November 23, 2021 KSM JOB #: 219682-1d/RHAam
2109-0629
Wynne Development
27 Rio De Palmas
Spanish Lakes Country Club
Fort Pierce, Florida
NUC# 276
Nuc Model: MC -DR
Nuc Serial #: MD40107276
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.W.
0"-12" 13+
110.3
110.8
99.5%
2 N.E.
IT "
109.4
"
98.7%
3 Center
109.5
IT
98.8%
4 S.E.
107.1
"
96.7%
5 S.W.
106.7
"
96.3%
Soil Description:
Gray Sand
In Place Moisture:
112.0
W I I I I I I I
E111.0 L..�.._.._..�.._.._..�..�.._.._.._
I I I I I I I I
13.0% H 110.0
I I I I I I
Proctor Optimum Moisture: T
1og.o t..J.._.I_..1. I._..L..J.. l_.._
13.0% p I I I I I I
Proctor Max. Dry Density: P.C.F. 108.0 — I—• —1•— 1 -4 —•1—••_
110.8 C I I I I I
@ Test Locations the Density & 107.0
F.1_..t.._I._..r..1.._.I_.._
Penetrometer readings indicate the I I I I I I
Degree of Compaction Meets `���t1111ltffrri/� 106.0
Minimum Requirement ��" 'Vje Kiel i��� D
for Staked Foundation ��� �J''�toENSF'F9 ��� R I I I I I I I
105.0..�.._.l_..t.._i._..Y..y.._.t_..�
Respectfully Submitted: Y 8 9 10 11 12 13 14 15 16
DigityV. No.6F8366 * _ Moisture - % of Dry Weight
signeriaDy
Julie �er STATE OF ((r r J Disclaimer: Contractor is responsible to maintain the tested area �
!)ate: �'tp 'FCORIDP.'?`S* in the condition that KSM completed the indicated passed
/ � "" ����� compaction test. KSM is not responsible if the tested area has
m,a 2021.11.�24r�/fil l t1�XX` been altered from the approved inspected condition.
14:14:14
-05'00'
Julie E. Keller, P.E. President
PE # 68366 11/24/2021
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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