HomeMy WebLinkAbout184193-1d compaction-signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
April 21, 2021
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
tl 10 1 t ENGINEERING
i11.7jVi AND TESTING
Jim Wright
350 94th Avenue
Vero Beach, Florida
6400 Koblegard Road
Fort Pierce, Florida
2101-0338
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 184193-1d/JM/ah
Enclosed, please find the nuclear density test results performed on the compacted foundation fill at the above
referenced project.
Should you have any question, please feel free to contact our office.
Respectfully,
This item has been electronically signed and
sealed by Bryan E. Dahlke, PE FL. Lic. 81439
on the date stated directly to the right using
a digital signature.
Printed copies of this documents are not
onsidered signed and sealed and the
signature must be verified on any electronic
copies.
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE# 81439 04/21/21
Digitally signed
by Bryan E
Dahlke
Date:
2021.04.21
15:14:27-04'00'
Email to: St. Lucie County Building Department; jimwrightconstruction@gmail.com
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
XF 10 1 t ENGINEERING
JL% L-"qJ AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 21, 2021
2101-0338
Jim Wright
6400 Koblegard Road
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 184193-1d/JM/ah
NUC # 215
Nuc Model: MC-IDR-P
Nuc Serial #: MD80404215
ITEM TESTED: Compacted Foundation Fill
# TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION
1 N.E.
0" - 12" 15D
115.2 116.6
98.8%
2 S.E.
15D
115.3
98.9%
3 Center
15D
115.9
99.4%
4 S.W.
14D
114.9
98.5%
5 N.W.
14D
113.1
97.0%
Soil Description:
Light Brown Sand with Some Clay
and Traces of Shell Fragments
In Place Moisture:
13.8%
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
116.6
@ 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 4/21/2021
Proudly Serving Florida since 1990
Headquarters
1W C Sk �
ENGINEERING
Mailing
11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
17 LVL
AND TESTING
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557
KSMengineering.net
DATE TESTED:
April 21, 2021
KSM JOB # : 184193-1d/JM/ah
PERMIT #:
2101-0338
CONTRACTOR:
JOB LOCATION:
W
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T
P
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Jim Wright
6400 Koblegard Road
Fort Pierce, Florida
118.0 I I I I
I I I I I
117.0 —..—.. ..—..—.. ..—..—.. ..—..—.. �..—..—..
I I I I I
116.0
115.0
114.0
113.0
112.0-I—..—..—..T..—..—..T..—..—..T..—.._..�..—..—..—I.._..—..-1
9 10 11 12 13 14 15
Soil Description:
Light Brown Sand with Some Clay
and Traces of Shell Fragments
Proctor Optimum Moisture:
13.0 %
Proctor Max. Dry Density: P.C.F.
116.6
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439
Moisture - % of Dry Weight
4/21/2021
Proudly Serving Florida since 1990