HomeMy WebLinkAboutCompaction Test (7)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
July 2, 2020 KSM JOB # :202882-3d/MH/ct
CONTRACTOR:South Florida Land Clearing, Inc.
15701 Orange Avenue
Fort Pierce, Florida 34945
JOB LOCATION:TBD Skyking Drive
Treasure Coast Air Park
Port St Lucie, 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 07/02/20
Email to: sflcgw@gmail.com
Enclosed, please find the nuclear density test results performed on the compacted foundation fill for the house
and parking lot 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
DATE TESTED:KSM JOB # :202882-3d/MH/ct
PERMIT #:NUC #630
CONTRACTOR:South Florida Land Clearing, Inc.Nuc Model:MC-1DR-P
JOB LOCATION:TBD Skyking Drive Nuc Serial #:30630
Treasure Coast Air Park
Port St Lucie, Florida
ITEM TESTED:Compacted Foundation Fill for the House & Parking Lot - 3rd Lift
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F.)
PERCENT
COMPACTION
House Pad
1. S.E.24" - 36"50 116.9 118.8 98.4%
2. S.W."50 117.2 "98.7%
3. Center "50 117.0 "98.5%
4. N.E."50 118.3 "99.6%
5. N.W."50 116.9 "98.4%
Soil Description:
Brown Clayed Sand
with Shell Fragments
In Place Moisture:
7.3%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
118.8
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 7/2/2020
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.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
July 1, 2020
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:KSM JOB # :202882-3d/MH/ct
PERMIT #:NUC #630
CONTRACTOR:South Florida Land Clearing, Inc.Nuc Model:MC-1DR-P
JOB LOCATION:TBD Skyking Drive Nuc Serial #:30630
Treasure Coast Air Park
Port St Lucie, Florida
ITEM TESTED:Compacted Foundation Fill for the House & Parking Lot - 2nd Lift
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F.)
PERCENT
COMPACTION
Parking Lot
6. N.E.24" - 36"50 117.3 118.8 98.7%
7. Center "50 116.9 "98.4%
8. S.W."50 117.4 "98.8%
Soil Description:
Brown Clayed Sand
with Shell Fragments
In Place Moisture:
7.3%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
118.8
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 7/2/2020
Proudly Serving Florida since 1990
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
June 30, 2020
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.
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:KSM JOB # :202882-3d/MH/ct
PERMIT #:
CONTRACTOR:South Florida Land Clearing, Inc.
JOB LOCATION:TBD Skyking Drive
Treasure Coast Air Park
Port St Lucie, Florida
Soil Description:
Brown Clayed Sand
with Shell Fragments
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
118.8
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 7/2/2020
SOIL COMPACTION REPORT
ASTM D 1557
July 1, 2020
Proudly Serving Florida since 1990
113.0
114.0
115.0
116.0
117.0
118.0
119.0
120.0
121.0
6 7 8 9 10 11 12 13 14
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P
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Moisture -% of Dry Weight