HomeMy WebLinkAboutCompaction- signedHeadquarters
11345 U.S. Highway 1
� CP S t
ENGINEERING
Mailing
PO Box 78-1377
Sebastian, FL. 32958
&J lVL
AND TESTING
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
March 17, 2021 KSM JOB # : 212054-1d/MH/ct
CONTRACTOR: DiFrancesco Construction, Inc.
8840 Lonesome Pine Trail
Ft. Pierce, FL. 34945
JOB LOCATION:
PERMIT #:
To Whom it may concern,
7827 Sabal Lake Drive
Port St Lucie, Florida
21020378
Enclosed, please find the nuclear density test results performed on the compacted foundation fill for the house
pad 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 rL. Lic. 81439
on the date stated directly to the right using
a digital signature.
Printed copies of this documents are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE# 81439 03/17/21
Email to: difranconstinc@aol.com
Digitally signed
by Bryan E
Dahlke
Date:
2021.03.17
15:42:35-04'00'
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:
*l 10 1 I' ENGINEERING
i117jYi AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
March 17, 2021
21020378
DiFrancesco Construction, Inc.
7827 Sabal Lake Drive
Port St Lucie, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 212054-1d/MH/ct
NUC # 215
Nuc Model: MC-IDR-P
Nuc Serial #: MD80404215
ITEM TESTED:
Compacted Foundation Fill for the House Pad
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
#
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F.)
COMPACTION
1
N.E.
0" - 12" 50 108.3 111.8
96.9%
2
S.E.
109.6
98.0%
3
Center
109.8
98.2%
4
N.W.
108.7
97.2%
5
S.W.
109.1
97.6%
Soil Description:
Brown Sand
In Place Moisture:
6.3 %
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
111.8
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked 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 3/17/2021
Proudly Serving Florida since 1990
Headquarters
� CP S t
ENGINEERING
Mailing
11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
&J DMZ
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:
March 17, 2021
KSM JOB # : 212054-1d/MH/ct
PERMIT #:
21020378
CONTRACTOR:
DiFrancesco Construction, Inc.
JOB LOCATION:
7827 Sabal Lake Drive
Port St Lucie, Florida
113.0 I I I I I I I
W
E I I I I I I I I
1 112.0.._...._.._a._.._...._..-4.._.._J._.._..4.._.._.
G I I I I I I I
H
T 111.0—.._.. �.._.._�._.._..� _.. _.._�._.._. I _.. �.._.._.
I I I I I I I
P I I I I I I I I
110.0 ._.._..� ._...._.._j._.._..�...._.._.
C
I I I I I I
F 109.0-I—••_..1.._.._J.. ._..L.._..1.._.._1._.._..I_.._..1.._.._.
I I I I I I I I
D I I I I I I I I
F: 108.0 i _.. �.._. _.j._.._..— .._.. �.._.._i._.._..� _.. �.._.._.
Y I I I I I I I I
107.0 -j— _...._.._._.._..._.._..j_.._...._.._.
I I I I I I I I
106.0 ._.._..._.._..�_.._.. .._..
7 8 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Soil Description:
Brown Sand
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
111.8
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE# 81439 3/17/2021
Proudly Serving Florida since 1990