HomeMy WebLinkAboutLetter-KSM Nuclear Density Test ResultsTAP C! 1 t
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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
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February 9, 2018
Foglia Construction
170519th Place
Unit F2
Vero Beach, FL 32960
Re: 6600 N. Highway A1A
Ft. Pierce, Florida
Permit #:
KSM Project #: 172665-1 d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the proof roll for the
building pad at the above referenced project.
S�odtl` Y'h�ye any questions, please feel free to contact the office.
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Email to: jf33067@aol.com.
Mail 3 Copies
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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DJ AW
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBA STIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 1 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: September 7, 2018 KSM JOB #: 172665-1d/SS/ct
PERMIT #:
CONTRACTOR:
Foglia Construction
JOB LOCATION:
6600 N. Highway A1A
Ft. Pierce, Florida
MATERIAL:
Gray Fine Sand
ITEM TESTED:
Proof Roll for the Building
Pad
---------------------------------------------------------------------
TEST LOCATION
DEPTH MOIS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
------------------------
----------------------
VALUE---------------
1. S.W.
0" — 12" 5.2
41
102.2
104.2
98.1
2. N.W.
39'
10110
96.9
3. Center
36
99.7
"
95.7
4. N.E.
37
100.8
96.7
5. S.E.
"••
36
100.3
96.3
Ronald G. Keller, P.E.: 372931 SI Lie. No.: 860 / 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
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION
LL
b
n:
I—
c�
Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTVI D 1557)
February 7t", 2018
Foglia Construction
6600 N. Highway A1A
Ft. Pierce, Florida
KSM JOB #: 172665-1 p
105 7---T----I----I----r---7----I
I I I I I I I
I I I I I I I
I I I I I I I
I I I I I I
104-I----4- —I— --I-- —----4----I
I I I I I I I
I I I I I I
103 --- — —----� --- — — ---
I I I I I I
I I I I I I
I I I I I I I
102+----+----I----I----t-----F----I
I I I I I 1 I
I I I I I I I
101-----{------------------{ ---�
8 9 10 11 12 13 14
Gray Fine Sand
104.2 P.C.F
11..0 Percent
Moisture - Percent of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.. 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 R 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
February 12, 2018
Foglia Construction
170519th Place
Unit F2
Vero Beach, FL 32960
Re: 6600 N. Highway A1A
Ft Pierce, Florida
Permit #:
KSM Project #: 172665-2d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the first lift for 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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Email to: jf33067@aol.com
Mail 3 Copies
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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J&L-1VIV L
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 (? 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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: February 9th, 2018 KSM JOB #: 172665-2d/SS/cv
PERMIT #:
CONTRACTOR:
Foglia Construction
JOB LOCATION:
6600 N. Highway A1A
Ft. Pierce, Florida
MATERIAL:
Tan Sand with Traces of Shell
ITEM TESTED:
Compacted Foundation Fill
---------------------------------------------------------------------
TEST LOCATION
DEPTH MOTS- PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE READ
DENSITY
PROCTOR
COMPACTION
-------------------------------------------------VALUE
---------------
9st Lift
1. N.W.
0" — 12" 7.8 43
108.2
110.8
97.7
2. N.E.
" 41
106.7
It96.3
3. Center
" 40
106.3
95.9
4. S. E.
It38
105.5
95.2
5. S.W.
it44
108.8
98.2
Ronald G. Keller, P.E.: 37293 1 Sl Lie. No.: 860 / Julie E. Keller, P.E.: 68366
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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: February 9t", 2018 - KSM JOB #: 172665-2p
PERMIT #:
CONTRACTOR: Foglia Construction
JOB LOCATION: 6600 N. Highway Al
Ft. Pierce, Florida
112 T--- T---,———— I— — — — r———
-r---,
I I I I I I I
I I I I I I I
I I I I I I I
111 +----+-------I----+----4----a
ci 110-1----1---J----I--- L----I — — —
= I I I I I I I
109-17 T——i----I----r--7----1
I I I I I I I
I I I I I I
I I I I I I
1084----4-----I----I----4- ----I
I I I I I I I
I I I I I I I
I I I I I I I
1074--------i-------------�---�
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Tan Sand with Traces of Shell
Max. Dry Density: 110.8 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