HomeMy WebLinkAbout3rd Lift Compaction TestHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
November 20, 2020 KSM JOB # :205499-3d/CH/ct
CONTRACTOR:South Florida Land Clearing
15701 Orange Avenue
Fort Pierce, Florida
JOB LOCATION:2951 S. Brocksmith Road
Fort Pierce, Florida
PERMIT #:
To Whom it may concern,
Should you have any question, please feel free to contact our office.
Respectfully,
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 11/20/20
Email to: sflcgw@gmail.com
Enclosed, please find the nuclear density test results performed on the fourth lift of compacted foundation fill at
the above referenced project.
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
11/19/20 KSM JOB # :205499-3d/CH/ct
NUC #417
South Florida Land Clearing Nuc Model:3500
2951 S. Brocksmith Road Nuc Serial #:3417
Fort Pierce, Florida
Compacted Foundation Fill - 4th Lift
#TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F.)
PERCENT
COMPACTION
1 N.E.36" - 48"45 110.7 113.0 98.0%
2 S.E."45 111.0 "98.2%
3 Center "45 110.1 "97.4%
Proctor Optimum Moisture:
@ Test Locations the Density &
11/20/2020
Proudly Serving Florida since 1990
PE # 81439
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
Degree of Compaction Meets
Minimum Requirement
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
Soil Description:
Brown Sand with some
Shell
In Place Moisture:
Proctor Max. Dry Density: P.C.F.
11.0%
12.8%
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
tested area has been altered from the approved
inspected condition.
113.0
Penetrometer reading indicate the
for Unstaked Foundation
Bryan E. Dahlke, P.E.
V.P. of Engineering
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:11/19/20 KSM JOB # :205499-3d/CH/ct
PERMIT #:
CONTRACTOR:South Florida Land Clearing
JOB LOCATION:2951 S. Brocksmith Road
Fort Pierce, Florida
Soil Description:
Brown Sand with some
Shell
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
113.0
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 11/20/2020
SOIL COMPACTION REPORT
ASTM D 1557
Proudly Serving Florida since 1990
110.0
111.0
112.0
113.0
114.0
8 9 10 11 12 13 14
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight