HomeMy WebLinkAboutPermit 2105-0415 compaction test resultsHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
0rlando
723 Progress Way
Sanford, FL. 32771
July 26, 2021
CONTRACTOR:
JOB LOCATloN:
ffi TEA ff ENGINEERING
|L D JYL AND TESTING
AEM & Associates
3 Ridgewood Circle
Jupiter, FL 33469
2019 NW Laurel
Oak Lane
Palm City, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM J0B# : 215731-1d/JM/jam
PERMIT #:
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the Trenches Footer for an Addition at the
above referenced project.
Should you have any questions, please feel free to contact our office.
Respectfully,s-+st!,*rfe,.
± .... No.81439 ... i
:*: * :*=_---±£,?,Ssrfife
Digitally signed
by Bryan E
Dahlke
Date:
2021.07.26
14:00:13 -04'00'
Bryan E. Dahlke, P.E. V.P. of Engineering
PE # 81439 07/26/21
Email: andre@aemandassociates.com
Test report shall riot be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering -Construction Materials Testing -Special Inspections -Gvil and Structural Cc)nsulting
Proudly Serving Florida since 1990
Certified Women Owned Business -WBE
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
0rlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
nbe ff ENGINEERING
I+ IJ ]LYL AND TESTING
SOIL COMPACTloN REPORT
ASTM D 1557 and ASTM D 6938
July 23, 2021
AEM & Associates
2019 NW Laurel
Oak Lane
Palm City, Florida
Trenches Footer for an Addition
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM J0B#: 215731-1d/JM/jam
NuC# 215
Nuc Model: MC-1DR-P
Nuc serial #; MD80404215
TEST LOCATION PEN DRY MAX. DRY PERCENT
OFSAMPLE DEPTH READ DENSITY PRoCTORVALUE(P.C.F) COMPACTloN
1 North
2 South
Soil Description:
Clayed Brown Sand
ln Place Moisture:
6.8%
Proctor Optimum Moisture:
10.0%
Proctor Max. Dry Density: P.C.F.
110.5
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Bryan E. Dahlke, P.E. V.P. of Engineering
PE # 81439 7/26/2021
16D log.9
16D 109.5
98.6%
99.1%
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.
Email: andre@aemandassociates,com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineerlng -Construction Materials Testing -Special Inspections -Civil and Structllral Consulting
Proudly Serving Florida since 1990
Certifiecl Women Owned Business -WBE
Headquarters
11345 u.S. Highway 1
Sebastian, FL. 32958
0rlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ELi3FMi[hrm'-fE§TihiG
July 23, 2021
[NGINEERINfi
SOIL COMPACTION REPORT
ASTM D 1557
AEM & Associates
2019 NW Laurel
Oak Lane
Palm City, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 215731-1d/JM/jam
11111[1
1111]11106.0 I I I -. . + . I -
5 6 7 8 9 10 11 12 13
Moisture - % of Dry Weight
Soil Description:
Clayed Brown Sand
Proctor Optimum Moisture:
10.0%
Proctor Max. Dry Density: P.C.F.
110.5
Bryan E. Dahlke, P.E. V.P. of Engineering
PE # 81439 712:SITfJII
Test report shall r`ot be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineerlng -Construction Materials Testing -Special Inspections -Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business -WBE