HomeMy WebLinkAboutKSM SOIL TESTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
January 10, 2020
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
ENGINEER["--'
LJAVL AND TESTING
DiFrancesco Construction, Inc.
8840 Lonesome Pine Trail
Ft. Pierce, FL 34945
10603 Pine Needle Drive
Ft. Pierce, Florida
1910-0151
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 200132-1d/MH/ct
SCANNED
BY
St. Lucie County
Enclosed, please find the nuclear density test results performed on the lifts for the compacted foundation fill at
the above referenced project
Should you have any question, please feel free to contact our office.
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 01/10/20
Email to: difranconstinc@aol.com
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
�'1► !
ENGINEERIi_ _
Mailing
PO Box 78-1377
Sebastian, FL.32958
AND TESTING
Sebastian, FL. 32978
Orlando
I%17JAMB
Phone: 772 589-0712
723 Progress Way
SOIL COMPACTION
REPORT
C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
ASTM D 1557 and ASTM D 2922
DATE TESTED:
January 9, 2020
KSM JOB # : 200132-1d/MH/ct
PERMIT #:
1910-0151
CONTRACTOR: DiFrancesco Construction, Inc.
-JOB LOCATION: 10603 Pine Needle Drive
Ft. 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
1st Lift
1. S.E.
0" -12" 50
110.8
115.0
96.3%
2. S.W.
50
113.4
98.6%
3. Center
50
110.4
96.0%
4. N.E.
50
111.4
96.9%
S. N.W.
50
110.2
95.8%
Final Lift
6. S.E.
12" - 24" 50
110.3 115.0
95.9%
7. S.W.
50
110.4
96.0%
8. Center
50
111.7
97.1%
9. N.E.
50
111.4 "
96.9%
10. N.W.
50
110.7 "
96.3%
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
7.9%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
115.0
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets Disclaimer: Contractor is responsible to maintain
Minimum Required the tested area in the condition that KSM
for Unstaked Foundation completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
Bryan E. Dahlke, P.E. altered from the approved inspected condition.
V.P. of Engineering
PE # 81439 1/10/2020
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT M
CONTRACTOR:
JOB LOCATION:
ti F C!'k t ENGINEERI� A
i1. LVi AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 9, 2020
1910-0151
DiFrancesco Construction, Inc.
10603 Pine Needle Drive
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 200132-1d/MH/ct
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6 7
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10 11 12
13 14
Moisture - % of Dry Weight
Soil Description:
Brown Sand with
Traces of Shell
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
115.0
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 1/10/2020
Proudly Serving Florida since 1990