HomeMy WebLinkAboutCompaction 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
Revised:
DATE TESTED:KSM JOB #:195180-2d/SH/jo
PERMIT #:NUC #: 528
CONTRACTOR:South Florida Land Clearing Nuc Model:MC-10R-P
JOB LOCATION:10700 Carlton Road Nuc Serial #: MD049528
Port St Lucie, Florida
ITEM TESTED:Compacted Foundation Fill - Housepad Final Lift
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.W.12" - 24"41 110.8 113.7 97.4%
2. N.E."42 111.6 "98.2%
3. Center "43 112.4 "98.9%
4. S.E."41 110.4 "97.1%
5. S.W."42 111.0 "97.6%
Soil Description:
Brown Clayed Sand with
Traces of Shell
In Place Moisture:
9.1%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
113.7
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Unstaked Foundation
Respectfully Submitted:
Julie E. Keller, P.E.
President
PE # 68366 6/25/2020
Email to: sflcgw@gmail.com
Proudly Serving Florida since 1990
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.
June 25, 2020
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
March 9, 2020
2004-0026
110.0
111.0
112.0
113.0
114.0
115.0
8 9 10 11 12 13 14
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight
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
REVISED:
DATE TESTED:KSM JOB #:195180-1d/MH/jo
PERMIT #:
CONTRACTOR:South Florida Land Clearing
JOB LOCATION:10700 Carlton Road
Port St Lucie, Florida
ITEM TESTED:Compacted Foundation Fill - Housepad 1st Lift
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.E.0" - 12"50 110.1 113.7 96.8%
2. S.E."50 108.7 "95.6%
3. Center "50 111.3 "97.9%
4. N.W."50 112.1 "98.6%
5. S.W."50 110.1 "96.8%
Soil Description:
Brown Clayed Sand with
Traces of Shell
In Place Moisture:
9.3%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
113.7
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Unstaked Foundation
Respectfully Submitted:
Julie E. Keller, P.E.
President
PE # 68366 6/25/2020
Email to: sflcgw@gmail.com
June 25, 2020
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 23, 2019
2004-0026
Proudly Serving Florida since 1990
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.
110.0
111.0
112.0
113.0
114.0
115.0
8 9 10 11 12 13 14
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight