HomeMy WebLinkAboutPermit #2105-0411 compaction signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
October 25, 2021 KSM JOB # :218759-1d/JM/jam
CONTRACTOR:AEM & Associates
3 Ridgewood Circle
Jupiter, FL 33469
JOB LOCATION:13506 NW Cocoplum Court
Palm City, Florida
PERMIT #:2105-0411
Respectfully,
PE # 68366 10/25/21
Certified Women Owned Business - WBE
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the compacted foundation fill at the above
referenced project.
Should you have any questions, please feel free to contact our office.
Julie E. Keller, P.E. President
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Email: andre@aemandassociates.com
Proudly Serving Florida since 1990
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:218759-1d/JM/jam
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
13506 NW Cocoplum Court
Palm City, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"14D 108.8 112.0 97.1%
2 Center "15D 109.8 "98.0%
3 N.E."14D 109.1 "97.4%
4 S.E."15D 109.5 "97.8%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
10/25/2021
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.
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
ITEM TESTED:
Soil Description:
TEST LOCATION
OF SAMPLE
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
11.2%
PE # 68366
for Staked Foundation
112.0
JOB LOCATION:
Brown Sand with Traces of
CONTRACTOR:AEM & Associates
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:October 25, 2021
Clay and Shell Fragments
In Place Moisture:
PERMIT #:2105-0411
Email: andre@aemandassociates.com
12.0%
Julie E. Keller, P.E. President
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:October 25, 2021 KSM JOB # :218759-1d/JM/jam
PERMIT #:2105-0411
CONTRACTOR:AEM & Associates
JOB LOCATION:13506 NW Cocoplum Court
Palm City, Florida
Soil Description:
Brown Sand with Traces of
Clay and Shell Fragments
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
112.0
Julie E. Keller, P.E. President
PE # 68366 10/25/2021
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
SOIL COMPACTION REPORT
ASTM D 1557
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Certified Women Owned Business - WBE
Proudly Serving Florida since 1990
107.0
108.0
109.0
110.0
111.0
112.0
113.0
7 8 9 10 11 12 13 14 15
W
E
I
G
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight