HomeMy WebLinkAboutCompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
October 19, 2020
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
IV C�1 t ENGINEERING
PO Box78-113777
A%LOP AVL AND TESTING
Sebastian, FL. 3278
Phone:772589-0712
C.A.# 5693
KSMengineering.net
Paula Gerardi
2805 Grove Drive
Fort Pierce, Florida
2805 Grove Drive
Fort Pierce, Florida
2007-0709
KSM JOB # : 205167-1d/CH/jo
Enclosed, please find the nuclear density test results performed on the compacted foundation fill for the
detached workshop at the above referenced project.
Should you have any question, please feel free to contact our office.
Respectfully, ��♦��%EID//,���i
Digitally signed
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This item has been electronically signed and
sealed by Bryan E. Dahlke, PE FL. Lit. 81439
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on the date stated directly to the right using
by Bryan E
No. 81439
a digital signature.
Printed copies of this documents are not
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considered signed and sealed and the
signature must be verified on any electronic
copies.
Date: 2020.10.19
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Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 10/19/20
Email to: St Lucie Building Department; gerardi.paula@gmail.com
Proudly Serving Florida since 1990
Headquarters1345
tl CA 1 t ENGINEERING
U.S. Highway 1
PO Box 78-113777
SbastiaOrlando n, FL.32958
Sebastian, FL. 3297
1 % 17 jri AND TESTING
Phone: 772 589-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
KS Meng ineering.net
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:
October 16, 2020 KSM JOB # : 205167-1d/CH/jo
PERMIT If:
2007-0709 NUC# 417
CONTRACTOR:
Paula Gerardi Nuc Model: 3500
JOB LOCATION:
2805 Grove Drive Nuc Serial #: 3417
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY PERCENT
#
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION
Detached Workshop
1 S.W.
0" - 12" 43 109.9 112.1 98.0%
2 Center
45 110.3 98.4%
3 N.E.
45 110.5 98.6%
Soil Description:
Brown Sand
In Place Moisture:
12.5
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
112.1
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
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
Bryan E. Dahlke, P.E. tested area has been altered from the approved
V.P. of Engineering inspected condition.
PE # 81439 10/19/2020
Proudly Serving Florida since 1990
Headquarters1345
tl C 1 t ENGINEERING
U.S. Highway 1
PO Box 78-113777
SbastiaOrlando n, FL. 32958
I % &7 jri AND TESTING
Sebastian, FL. 3297
Phone: 772 589-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
SOIL COMPACTION REPORT
KS Meng ineering.net
ASTM D 1557
DATE TESTED:
October 16, 2020 KSM JOB # : 205167-1d/CH/jo
PERMIT #:
2007-0709
CONTRACTOR: Paula Gerardi
JOB LOCATION: 2805 Grove Drive
Fort Pierce, Florida
114.0
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H
T I I I I
P
112.0 J.—
C
F I I I I
111.0 ..—..—..r T 7
D I I I I
R I I I
Y 110.0.._..—..�..—..—..+..—..—..�..—..—..�
Moisture - % of Dry Weight
Soil Description:
Brown Sand
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
112.1
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 10/19/2020
Proudly Serving Florida since 1990