HomeMy WebLinkAbout211453-1d Compaction - signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
February 24, 2021
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
Tl C01 t ENGINEERING
PO Box78-11377
L AND TESTING
78
,I%LOP IL
Phone: 12
C.A.# 5693
KSMengineering.net
DiFrancesco Construction, Inc.
8840 Lonesome Pine Trail
Ft. Pierce, FL. 34945
2302 Grand Oaks Avenue
Ft. Pierce, Florida
2008-0337
KSM JOB # : 211453-1d/JM/ct
Enclosed, please find the nuclear density test results performed on the compacted foundation fill for the garage
at the above referenced project.
Should you have any question, please feel free to contact our office.
Respectfully, N IE'D���'i���i
No. 81439
".c A:
�-A0 STATE OF �
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/S/ONAL
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 02/24/21
Email to: difranconstinc@aol.com
Digitally signed
:diary
I = by Bryan E
Dahlke
Date:
2021.02.24
15:02:29-05'00'
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:
tl CP 1 t ENGINEERING
i1171Vi AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
February 23, 2021
2008-0337
DiFrancesco Construction, Inc.
2302 Grand Oaks Avenue
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KS Meng ineering.net
KSM JOB # : 211453-1d/JM/ct
NUC If 215
Nuc Model: MC-IDR-P
Nuc Serial #: MD80404215
ITEM TESTED:
Compacted Foundation Fill for the Garage Pad
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
#
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F.)
COMPACTION
1 N.E.
12" 10 102.9 105.8
97.3%
2 S.E.
11 103.3
97.6%
3 Center
13 105.1
99.3%
4 S.W.
11 103.3
97.6%
5 N.W.
13 104.9
99.1%
Soil Description:
Brown Sand
In Place Moisture:
17.8%
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
105.8
@ 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 2/24/2021
Proudly Serving Florida since 1990
Headquarters1345 tl Cm- 1 t ENGINEERING
U.S. Highway
1
PO Box 78-113777
Sebastian, FL. 32958
1 % 100 LVL AND TESTING
Sebastian, FL. 3297
Orlando
hone: 772 589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557
KS Meng ineering.net
DATE TESTED:
February 23, 2021 KSM JOB
# : 211453-1d/1M/ct
PERMIT #:
2008-0337
CONTRACTOR:
DiFrancesco Construction, Inc.
JOB LOCATION:
2302 Grand Oaks Avenue
Ft. Pierce, Florida
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Moisture - % of Dry Weight
Soil Description:
Brown Sand
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
105.8
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 2/24/2021
Proudly Serving Florida since 1990