HomeMy WebLinkAboutSoil Compaction ReportTr
z a,F;; PJLYa
KELLER, SCHLEICHER & MacWIILLIAM 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 MELBOURNE 321 768-8488
www.ksmengineering.net ( )
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
June 28, 2019
RECEIVED
JUL 1 1 2019
TRM Construction Management I F
Paul Pane
1512 SE Village Green Drive
Port St. Lucie, FL 34952
Re: 131 Ocean Estates Drive
Lot 25, Avalon Beach
Fort Pierce, Florida
Permit #: 1904-0094
KSM Project #: 190527-1d
Dear Mr. Pane:
ST. Lucie County, Permitting
Enclosed, please find the nuclear density test results performed on the pad at the
above referenced project.
Should you have any questions, please feel free to contact our office.
0
J ie E. Keller, :P. ET
1 A'• r6F
N.
ESI0 A`4
E-,Myillfd. paul@trmcorpfl.com; St.
Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Tie C'► 9
90 4%1;pAW
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@KSMENG INEERI NG. 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:
June 27, 2019
KSM JOB #: 190527-1d/SS/cv
PERMIT #:
1904-0094
CONTRACTOR:
TRM Construction Management
JOB LOCATION:
131 Ocean Estates Drive
Lot 25, Avalon Beach
Fort Pierce, Florida
MATERIAL:
Brown Sand
ITEM TESTED:
Pad
TEST LOCATION
------------------------------------------------------
DEPTH MOIS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
----=----------------------------------------------------------------
VALUE
1. N. E.
0 —12" 8.7
50+
107.4
110.6
97.1
2. S. E.
it 99106.3
96.1
3. Center
it108.1
97.7
4. S.W.
109.7
99.2
5. N.W.
106.9
it
96.7
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 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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: June 27,.2019 KSM JOB #: 190527-1 p
PERMIT #: 1904-0094
CONTRACTOR: TRM Construction Management
JOB LOCATION: 1,31 Ocean Estates Drive
Lot 25, Avalon Beach
Fort Pierce, Florida
112-I---T---r---I---I---r--T--_T -1
I I I I I I I I I
I I I I I I I I
0
110-I--- 1----}---i---I --I-- t---}---i
LL: I I I I I I I
a 109-——— +——
-F ---I——I---I---+ -F---I
W 1084---4---4——I---I---1----I--- ---a
� I I I I I I I I I
I I I I I I I I
107�---—---a---I---1------�---1
I I I I I I I I I
I I I 1 I I I I I
106 �--- I -- -- _J---1---�--
I I I I I I I I I
7 8 9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Brown Sand
Max. Dry Density: 110.6 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
KELLER, SCHLEICHER & MacWILLIAM ENGINEERINiG AND TESTING, INC.
MARTIN (772) 837-7755 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
June 28, 2019
TRM Construction Management
Paul Pane
1512 SE Village Green Drive
Port St. Lucie, FL 34952
Re: 131 Ocean Estates Drive
Lot 25, Avalon Beach
Fort Pierce, Florida
Permit #: 1904-0094
KSM Project #: 190527-1 d
Dear Mr. Pane:
Enclosed, please find the nuclear density test results performed on the pad at the
above referenced project.
S, W1 I W44oy� any questions, please feel free to contact our office.
E-mail to: paul@trmcorpfl.com; St. Lucie County Building Depa
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, I P.E.: 68366
Tip OIL 9
Z% L-"jAVI
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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: June 27, 2019 KSM JOB* 190527-1d/SS/cv
PERMIT #: 1904-0094
CONTRACTOR: TRM Construction Management
JOB LOCATION: 131 Ocean Estates Drive
Lot 25, Avalon Beach
Fort Pierce, Florida
MATERIAL:
Brown Sand
ITEM TESTED:
Pad
-----------------------
TEST LOCATION
-------------------
DEPTH MOTS-
PEN
-------------
DRY
----
9AX. DRY
----------
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
VALUE
1. N. E.
0 — 12" 8.7
50+
107.4
110.6
97.1
2. S. E.
106.3
96.1
3. Center
108.1
97.7
4. S.W.
109.7
99.2
5. N.W.
106.9
96.7
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, IRE.: 68366
TAP a111Lf
A%17AW
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) 768-848B
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
Soil Description:
Max. Dry Density:
Optimum Moisture
Julie E. Keller, P.E.
President
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
June 27, 2019
1904-0094
TRM Construction Management
131 Ocean Estates Drive
Lot 25, Avalon Beach
Fort Pierce, Florida
112T---r----,---I---I---T
I I I I I I I
I I I I I I I
I I I I I 110
109+tIIIIIII ----- +III1 --
It -- -+
1084---4/-4--—II---1II-4-
107a----�---
106J___III _LII _LII I I I I I I I
I I I I I I I
105 4----------i------�---�-
7 8 9 10 11 12 13
Moisture - Percent of Dry Weight
Brown Sand
110.6 P.C.F.
12.0 Percent
M JOB #: 190527-1 p
--_T
I I
I I
I I
I I
I I
I I
I I
I I
I
I I
I I
I I
J
I I
I I
14 15.
N
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P E.: 68366