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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
January 22, 2019
SCANNED
BY
South Florida Land Clearing, Inc. St. Lucie County
15701 Orange Avenue
Fort Pierce, Florida 34945
Re: Header Canal Road
Ft. Pierce, Florida
Permit #:
KSM Project #: 190225-3d
Dear Sir:.
Enclosed, please find the nuclear density test results performed on the lifts for the pad
at the above, referenced project.
any questions, please feel free to contact us.
E E. K
1
P,r i ent
Email to:.sflcgw@gmail.com
Mail 3 Copies
MAY 15 2019
Permitting Department
St. Lucie County, FL
.,S - Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND
TESTING, INC.
MARTIN (772) 337-7755
P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445
www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876
E-Mail: KSM@KSMENGINEERING.NEr
ST. LUCIE (772) 229-9093
C.A.: 5693
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
January 17"' thru 215', 2019 KSM JOB #: 190225-3d/SS/ct
PERMIT #:
CONTRACTOR:
South Florida Land Clearing, Inc.
JOB LOCATION:
Header Canal Road
Ft. Pierce, Florida
MATERIAL:
Brown Sand with Traces of Clay
ITEM TESTED:
Lifts for the Pad
TEST LOCATION
DEPTH MOIS- PEN DRY MAX. DRY
PERCENT
OF SAMPLE
TURE DENSITY PROCTOR
COMPACTION
--------------------------------------------
VALUE-----------------
2nd Lift
1. N. E.
12" - 24" 12.6 50+ 112.9 116.8
96.7
2. S. E.
113.2
96.9
3. Center
115.4
98.8
4. S.W.
114.0
97.6
5. N.W.
113.8
97.4
3rd Lift
6. N.E.
24" - 36" 11.1 50+ 113.2 116.8
96.9
7. S.E.
112.1
96.0
8. Center
" 114.7
98.2
9. S.W.
115.4
98.8
10. N.W.
113.9
97.5
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
IV 0 1 I'
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KELLER, SC'HLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755
P.O. BOX 78-1377 SEBASTIAN FL 32878-1377
SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445
www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876
E-Mail: KSM@KSMENGINEERING.NET
ST. LUCIE (772) 229-9093
C.A.: 5693 _
FAX (772) 589-6469
.SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
January 17w thru 2151, 2019 KSM JOB #: 190225-3d/SS/ct
PERMIT #:
CONTRACTOR:
South Florida Land Clearing, Inc.
JOB LOCATION;.
Header Canal Road
Ft. Pierce, Florida
MATERIAL-,
Brown Sand with Traces of Clay
ITEM TESTED: ' :
Lifts for the Pad
----------------
TEST LOCATION
DEPTH MOIS- PEN DRY MAX. DRY
-•
PERCENT
OF SAMPLE
TURE DENSITY PROCTOR
COMPACTION
------------------------------------------------------------------
VALUE
4'" Lift
11. N.E.
36" - 48" 9.7 50+ 116.1 116.8
99.4
12. S.E.
114.2
97.8
13. Center :..
114.1
97.7
14. S.W.
113.2
96.9
15. N.W.
112.4 "
96.2
Final Lift ... .
16. N.E.
48" - 60" 11.1 50+ 114.1 116.8
97.7
17. S.E.
113.2
96.9
18. Center
112.7
96.5
19. S.W.
113.9
97.5
20. N.W. •
" " 115.6 "
99.0
...Ronald G, Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 33777755 P.O.. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: January 1VI'thru 21st, 2019 KSM JOB #: 190225-3p
PERMIT #:
CONTRACTOR: . South Florida Land Clearing, Inc.
JOB LOCATION: Header Canal Road
Ft. Pierce, Florida
119 r--,---T---r---1---T---1---,
I I I I I I I I
I I I I I I I I
I I I I I I I I
1174----I---+---I----4---+---E — — -a
� I I pr—
116J_ J---- I I . I �' 115T---,-----T -- I 1 I I 1 I
1144-----l---+------4---+---I----4
I I I I I I I I
I I I I I I I I
113----�--- i ---�--------� --
7 8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description: Brown Sand with Traces of Clay
Max. Dry Density:. 116.8 P.C.F.
Optimum Moisture: 10,6 Percent
Julie E. Keller, P.E.
President
Ronald G: Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366