HomeMy WebLinkAboutLetter; Nuclear Density Test ResultHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
November 6, 2020
CONTRACTOR:
JOB LOCATION:
PERMIT#:
To Whom it may concern,
XP CA 1 t ENGINEERING
PO Box 78-113777
&;P 4Yi AND TESTING
Sebastian, FL. 3297
,I%
Phone: 772 589-0712
C.A.# 5693
KS Meng ineering.net
Venice Commercial Services
10074 SW Glenbrook Drive
Port St Lucie, Florida
5515 Buchanan Drive
Fort Pierce, Florida
2010-0514
KSM JOB # : 205602-1d/CH/jo
Enclosed, please find the nuclear density test results performed on the metal building slab at the above
referenced project.
Should you have any question, please feel free to contact our office.
Respectfully, ,\``\o �.E �oAy�'%
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\ /EQ. �,�CENS�c'•. �• �
This item has been electruniaally signed and
sealed by Bryan E. Dahlke, PE FL. Lid,81439
n the date stated directly to the right using
No.81439 �_
adlgaalsignature.
1 1
Pnntedcopies ofthisdocuments a re not
the
4:
nsidered signed and sealed and
signature must be verified on any electronic
STATE OF ((��
copies.
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iS�ONAL E?
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 11/06/20
Email to: St Lucie Building Department; Iremartini92@gmail.com
Digitally signed
by Bryan E
Dahlke
Date:
2020.11.06
11:10:22-05'00'
Proudly Serving Florida since 1990
Headquarters1345
tl CA 1 t ENGINEERING
U.S. Highway 1
PO Box 78-113777
SbastiaOrlando n, FL.32958
I % 17 AW AND TESTING
Sebastian, FL. 327
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:
November 5, 2020 KSM
JOB # : 205602-1d/CH/jo
PERMIT #:
2010-0514
NUC If 417
CONTRACTOR:
Venice Commercial Services Nuc
Model: 3500
JOB LOCATION:
5515 Buchanan Drive Nuc Serial #: 3417
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill - Metal Building Slab
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
#
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION
1 S.W.
0" - 12" 45+ 107.4 110.8
96.9%
2 Center
45+ 108.2
97.7%
3 N.E.
45+ 108.8
98.2%
Soil Description:
Brown Sand with traces
of Clay
In Place Moisture:
11.3
Proctor Optimum Moisture:
12.2
Proctor Max. Dry Density: P.C.F.
110.8
@ 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 11/6/2020
Proudly Serving Florida since 1990
Headquarters1345 U.S. Highway 1 tl C 1 t ENGINEERING PO Box 78-113777
SbastiaOrlando n, FL. 32958 Sebastian, FL. 3297
I % &7 jri AND TESTING 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: November 5, 2020 KSM JOB # : 205602-1d/CH/jo
PERMIT #: 2010-0514
CONTRACTOR: Venice Commercial Services
JOB LOCATION: 5515 Buchanan Drive
Fort Pierce, Florida
112.0
W
E I
G 111.0.._..—..�..—..—..+..—..—..�..—..—..�
H
T
P
110.0 J.—
C
F I I I I
109.0 ..—..—..T T 7
D I I I I
R I I I I
Y 108.0 .+..—..—..4..—..—..�
Moisture - % of Dry Weight
Soil Description:
Brown Sand with traces
of Clay
Proctor Optimum Moisture:
12.2
Proctor Max. Dry Density: P.C.F.
110.8
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 11/6/2020
Proudly Serving Florida since 1990