HomeMy WebLinkAboutLetter; Nuclear Density Test ResultsV'® 9
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING Atl�'�`e4�Ea�'�IIVG, 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@KSM ENGINEERING. NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
March 4, 2019
Clyde O'Brien
5065 NW Edgarton Terrace
Port St. Lucie, FL 34983
Re: 2959 Yates Road
Fort Pierce, Florida
Permit #: 1712-0310
KSM Project #: 190854-1 d
Dear Mr. O'Brien:
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill at the above referenced project.
Should you have any questions, please feel free to contact our office.
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rleobrien@bellsouth.net
dwAbImail to: Saint Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. 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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
March 1st, 2019
KSM JOB #: 190854-1 d/SS/cv
PERMIT #:
1712-0310
CONTRACTOR:
Clyde O'Brien
JOB LOCATION:
2959 Yates Road
Fort Pierce, Florida
MATERIAL:
Tan and Brown Sand with Traces of Clay
ITEM TESTED:
Compacted Foundation
Fill
---------------------------------------------------------------------
TEST LOCATION
DEPTH MOTS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
-------------------------------------------------VALUE
---------------
1sr Lift
1. S. E.
0 - 12" 10.3
50+
106.4
109.5
97.2
2. Center
It
105.7
It96.5
3. N.W.
it106.9
It97.6
2nd Lift
4. N. E.
12" - 24" 11.0
50+
105.2
109.5
96.1
5. Center
it99
"
107.2
97.9
6. S.W.
108.1
98.7
Final Lift
7. N. E.
24" - 36" 8.6
45
106.6
109.5
97.4
8. Center
"
50
106.9
97.6
9. S.W.
it
48
107.0
97.7
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Tar C! IL 9
L% L—J AVA
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 wrww.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: March 1st„ 2019 KSM JOB #: 190854-1 p
PERMIT #: 1712-0310
CONTRACTOR: Clyde O'Brien
JOB LOCATION: 2959 Yates Road
Fort Pierce, Florida
111 T----I-----1---- I ---- r--- T----1
I I I I I I I
I I I I I I I
I I I I I I I
1104 ----+----4----I----4----4----I
I U 109 ___ I ----�---I--- — ——
---
I I I I I I
a:
= I I I I I I I
108-r---T-- ,————
I----r— --I ---,
I I I I I 1
I I I I I I I
I I I I I I
1074----+----4----I--------4----1
I I I I I I I
I I I I I I I
I I I I I I I
1064-----------------�----� ----�
9 .10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Tan and Brown Sand with Traces of Clay
Max. Dry Density: 109.5 P.C.F.
Optimum Moisture: 12.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366