HomeMy WebLinkAboutpermit11345 U.S Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
]LfF'- %Zv- I& Alf MINUKINe
ill L.7JLVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:
November 3, 2021
KSM JOB #:
219062-ld/MH/jam
PERMIT#:
21090435
NUC #
630
Nuc Model:
MC-IDR-P
Nuc Serial #:
30630
CONTRACTOR:
Wynne Development
JOB LOCATION:
21 Florida Way
Port St. Lucie, Florida
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
111.1
113.1
98.2%
2 N.W.
110.7
97.9%
3 Center
112.3
99.3%
4 S.E.
111.9
98.9%
5 N.E.
111.7
98.8%
Soil Description:
115.0 1
I I I I I
I 1
Brown/Gray Clayed Sand
w I
I I I I I
I I
In Place Moisture:
I I
I I I I I
I I
113.0
— I. —..I I..
..-1.—..
8.9%
H I
I I I I I
I
Proctor Optimum Moisture:
T
112.0 4—.--4---
.I—..+.
—I--..
10.0%
p I
I I I I 1
I
Proctor Max. Dry Density: P.C.F.
111.0 t--y----t---
---j----j---t---f--
-
113.1
C I
I I I I I
I I
@ Test Locations the Density & 110.0
Penetrometer readings indicate the F
Degree of Compaction Meets\\\\Illlllll�� 109.0 L -------I — I I I I I
Minimum Requirement ���`� V%e KE�� i�iD I I I I I I I I
J ........... F ,
for Staked Foundation �� �.•'\GENSF'•.Q R 108.0—•------I---�--�••—•�—•--•—�---
Respectfully Submitted: Y 5 6 7 8 9 10 11 12 13
DigitakFy* No.68366* :*_ Moisture -%of Dry Weight
signed--4.
<lI Z Disclaimer: Contractor is responsible to maintain the tested area
Julie KW ' ��`(4-, STATE OF _ '
Date: in the condition that KSM completed the indicated passed
Compaction test. KSM is not responsible if the tested area has
2021.11.04�NA1,\0��` been altered from the approved inspected condition.
13:27:41
-04'00'
Julie E. Keller, P.E. President
PE # 68366 1114/2021
Email to: dotty@wynnebc.com
Test report shall not be reproduced; except in full; without the written approva I of KSM-Engineering-& Testing
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