HomeMy WebLinkAbout2202796-2d 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
March 17, 2022 KSM JOB # :2202796-2d/JM/jo
CONTRACTOR:AEM & Associates
JOB LOCATION:2109 Northwest Greenbriar Lane
Palm City, Florida
PERMIT #:
Respectfully,
PE # 69841 03/17/22
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the Compacted Foundation Fill -Back Porch
Addition at the above referenced project.
Should you have any questions, please feel free to contact our office.
Eric A. McAra, P.E. Office Manager
Email: andre@aemandassociates.com
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
Certified Women Owned Business - WBE
Proudly Serving Florida since 1990
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 #:2202796-2d/JM/jo
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
2109 Northwest Greenbriar Lane
Palm City, Florida
Compacted Foundation Fill -Back Porch Addition
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 N.W.0" - 12"14 D 106.0 108.2 98.0%
2 Center "14 D 105.5 "97.5%
3 S.E."14 D 104.9 "97.0%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
3/17/2022
PERMIT #:
Brown Sand
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:March 16, 2022
Soil Description:
CONTRACTOR:AEM & Associates
ITEM TESTED:
TEST LOCATION
OF SAMPLE
JOB LOCATION:
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
In Place Moisture:
12.8 %
10 %
108.2
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.
For a Staked Foundation
Eric A. McAra, P.E. Office Manager
PE # 69841
Email: andre@aemandassociates.com
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
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:March 16, 2022 KSM JOB # :2202796-2d/JM/jo
PERMIT #:
CONTRACTOR:AEM & Associates
JOB LOCATION:2109 Northwest Greenbriar Lane
Palm City, Florida
Soil Description:
Proctor Optimum Moisture:
10 %
Proctor Max. Dry Density: P.C.F.
108.2
Eric A. McAra, P.E. Office Manager
PE # 69841 3/17/2022
SOIL COMPACTION REPORT
ASTM D 1557
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
Proudly Serving Florida since 1990
Brown Sand
Certified Women Owned Business - WBE
103.0
104.0
105.0
106.0
107.0
108.0
109.0
110.0
5 6 7 8 9 10 11 12 13
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E
I
G
H
T
P
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C
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F
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D
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Y
Moisture -% of Dry Weight