HomeMy WebLinkAboutKSMHeadquarters
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 # :218760-1d/JM/jam
CONTRACTOR:AEM & Associates
3 Ridgewood Circle
Jupiter, FL 33469
JOB LOCATION:1589 NW Sweetbay Circle
Palm City, Florida
PERMIT #:2107-0218
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 Golf Cart Garage 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 #:218760-1d/JM/jam
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
1589 NW Sweetbay Circle
Palm City, Florida
Golf Cart Garage
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.E.0" - 12"14D 103.5 105.0 98.6%
2 N.W."13D 102.7 "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
10.8%
PE # 68366
for Staked Foundation
105.0
JOB LOCATION:
Pale Light Brown Sand
CONTRACTOR:AEM & Associates
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:October 25, 2021
In Place Moisture:
PERMIT #:2107-0218
Email: andre@aemandassociates.com
11.0%
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 # :218760-1d/JM/jam
PERMIT #:2107-0218
CONTRACTOR:AEM & Associates
JOB LOCATION:1589 NW Sweetbay Circle
Palm City, Florida
Soil Description:
Pale Light Brown Sand
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
105.0
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
100.0
101.0
102.0
103.0
104.0
105.0
106.0
6 7 8 9 10 11 12 13 14
W
E
I
G
H
T
P
.
C
.
F
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D
R
Y
Moisture -% of Dry Weight