HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTD
0
KSM ENGINEERIK!--
11/19/2018 15:35 77258q�a69 �6��� �c FILVII
q� P� ��� /,%�rM AVJ L
ICELLER�,ISI Fi'EEI HER & MacWILLIAM ENGINEERING AND TESTING, INC.
0712
MARTIN (772) 337-7755 P.O. BOX 78L1377, SEBASTIAN, FL 32978-1377 EL13OUSEBASNE (321) 768-8488
PALM BEACH (561) 845-7445 ' www.ksmerigineering.net Mt=LBOU CIE (321) 229-9093
FAX (561 845-8876 E-Mail: KSMOKSMENGINEF-RING.NET ST. LU FAX
(772) 589-6469
) FAX (772) 589-6469
C.A.: 5693 7
Revised: November 19, 201�8
November 9, 2018
South Florida Land CIe ring, Inc.
15701 Orange Avenue/
Fort Pierce, Florida 3�}/945
Re: 15327 Sky
Port St LL
Permit #:
KSM Probe
Dear Sir -
Enclosed, p
lifts for the t
III
JEK040tiallis
' ing Drive
Ae, Florida
804-0357
;t #: 183838-2d
find the nuclear density test results performed on the second and final
pad at the above referenced project.
questions, please feel free to contact the office,
ail to: sflcgw c@gmail.com, timmcewen55@gma1l.com
iI 3 Copies
Ronald G. Keller, PE.: 37293/ Sl Lie. No.: 860 / Julie E. Keller. P.E.: 68366
11/19/2018 15:35 77258q�;4F9 KSM ENGI NEER I I,,7 PAGE 02/04
IV 01k AN
%L-3 ML
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 PO- BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (661) 845-7445 I MELBOURNE
FAX (561) $45.8876 www.ksmengineering.net (321) 768-8a88
E-Mail: WgWKSMENGINEERING_NET $T. LUCIE (772) 229-9093
C.A.: 5693 I FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D1557 and ASTM D 2922
DATE TESTED:
November 6tn thru 7t , 2018
KSM JOB #: 183838-2d/SS/kk1H/cu
PERMIT #:
1804-0357
CONTRACTOR:
South Florida Land Clearing, Inc.
JOB LOCATION:
15327 Sky King Drive
Port St. Lucie, Florid
MATERIAL:
A.) Tan and Orange Sand with Clay
B.) Brown Clayed Sand with Shell Fragments
- ITEM TESTED - -
- Compacted Foundafiion Fill for the Mouse Pad- -
-
TEST LOCATION
DEPTH MOIS-� PEN
DRY
^MAX DRY
- - -
PERCENT
OF SAMPLE
TURE READ
DENSITY
PROCTOR
COMPACTION
----------------.�----------
-----------------
VALUE---------------
2"" I;ift
1. S. E.
1 ' - 2' 8.9 50+
107.4
A.) 108, 8
98.7
2. S.W.
I
109.3
It
100.5
3. Center
i
108.1
99.4
4. N.W.
�� ��
108.7
"
99.9
5 N E
I
106.5
97.9
Final Lift
6. S.W.
0 - 1' 7.6 1 55
115.3
B.) 117.3
98.3
7. N.W.
56
116.2
99.1
8, Center
54
114.5
97.6
9. S.E.
" 1, 54
114.5
If
97.6
10. N.E.
If
'i 55
113.9
at97.1
Ronald G- Kelier, P.E.: 37293 / Sl Lic- No.: 860 / Julie E. Keller, P.E.: 68366
11/19/2018 15:35 7725896469 KSM ENGINEERIh"'- PAGE 03/04
tr epl r
I KELLER, SCHLEICHER & Mi1�L7lYi�
aCWILLIAM ENGINEERING AND TESTING INC.
MARTIN AC 561) 845 PO. BOX 78-137i7, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (5fi1) $45-7445 www.
C.A.: 5893 ksmengineering.net MELBOURNE (321) 768-8488
FAX (56845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
MOISTURE-DIENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION
Soil Description:
November 611 thru, 7t^, 2018
1804-0357
KSM JOB #: 183838-2pa
South Florida Land lClearing, Inc.
I
15327 Sky King Drive
Port St. Lucie, Florida
I
I,
110T--------li-----I-- --r--- ---�
1 I II I I I I
I I II I I I I
I I ! I I I I I
109 4----+----1----I-------4---�
I I I I I r I
I I 1 I I I I
108 1-----�---
I
! I I I I I I I
107 I —
T^ -I-- --�— —I-- -,I-- —T— —�
I I I I I I
I I I I I 1
1064----------I--—I--„_..—{---- -- --I
I I I I I I I I
1os-I,----I•-------,—I--�—---�-- -�
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Tan and Orange Sand with Clay
Max. Dry Density: 108.8 P.C.F,
AEI
a
Optimum Moisture: 12.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 372931 SI Lic. No.: 860 / Julie E. Keller, PE.: 68366
1
11/"9/2618 15:35 7725896469 KSM ENGINEERIN.,(7,_, PAGE 04/04
C 1 ,f
1,AVx
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 wmvv.ksmengineering,net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail; KSM®KSMENGINEEFIING.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-DLNSITY RELATIONSHIP
MODIFIED PRII CTOR (ASTM D 1557)
November 6t" thru� 7th, 2018 KSM JOB #: 183838-2pb
1804-0357
South Florida LandyClearing, Inc.
I
15327 Sky King Drive
Port St. Lucie, Florida
T-------,-,---I---_1-___T---�
117-I----�--- 4 ', --I-- —I- -�----4
I— _
I I I I I I
I I I I I I I
r I I I 1 1
114-�--- --- 4 1-I�----4-�--4___-I
7 8 9 '� 10 11 12 13
Moisture - Percent of Dry Weight
Brown Clayed Sand with Shell Fragments
117.3 P.C.F.
10.0 Percent
Ronald G. Keller, P.E.: 37293 / SI Lic. No_: 860
Julie E. Keller, PE.: 68366
I