HomeMy WebLinkAboutKSM- NUCLEAR DENSITY TESTKE
MAF
PALI
FAX
C.A.;
LER, SCHLEICHER & MacWiLLIAM ENGINEERING AND TESTING, INC.
N (772) 337=7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
61) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
693 FAX (772) 589-6469
October 15, 201.8-- -'
SCAN ED
BY
Gillespie Builders, Inc. .Ludscowt%
PO Box 2483
Vero Beach, FL 32961
5590 Treetop Trail
Ft. Pierce, Florida
Permit #: 1808-0070 — Garage
1808-0069 — House
KSM Project #: 183586-1 d
Sir:
S Ong
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nclosed, please find the nuclear density test results performed on the garage pad and
:)use pad at the above referenced project.
h, Wd%yvu�,@ve any questions, please feel free to contact the office.
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'ax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KE LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR IN (772) 337-7755 P O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX 61) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DAME
TESTED:.
October 12t'', 2018
KSM JOB* 183586-1d/SS/ct
PE
MIT #:
1808-0070 - Garage
1808-0069 - House
CO�
TRACTOR:
Gillespie Builders, Inc.
JO
LOCATION:
5590 Treetop Trail
Ft. Pierce, Florida
MA
ERIAL:
Brown Sand with Clay & Shell
Fragments
ITE
A TESTED:
Garage Pad & House Pad
---
T
-----------------------------------------------------------------
ST LOCATION
DEPTH MOIS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
VALUE
_ -----------------------------------------------------------
GaePac>r
1.
N.W.
0" -12" 9.4
43
109.3
110.7.
98.7
2.
N.E.
45
110.8
100.1
3.
Center
39
107.2
Is96.8
4.
S. E.
41
108.5
It98.0
5.
,S.W.
45
110.1
99.5
Hodse Pad
6.
.W.
0" = 12" 9'.9 44
109.8 110.7
99.2
7.
E.
38
106.7
96.4
8.
enter
39
108.1
97.7
9.
E.
42
108.6
98.1
10.
, .W.
" 42
109.0
98.5
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KE 1 LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR IN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX 61) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: , 693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
TE TESTED: October 12th, 2018 KSM JOB #: 183586-1 p
ERMIT #: 1808-0070 — Garage
1808-0069 — House
R: Gillespie Builders, Inc.
OB LOCATION: 5590 Treetop Trail
Ft. Pierce, Florida
112-I---T-- ------I---r--T---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 I I
110-I---I----t--�--- --r— t---f---i
U I I I I I I I I I
a 109+---+--4----1——I---H--+--F----�
0 1084---4---4— -4---I---I---4--- ---I
1073- —---1----1---1---I------�--�
I I I I I I I I
106 L--1__1__J__—I--- L__1__1--J
I I I I I I I I I
1054.---—.-4---4--- 4---4
7 8 9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
I Description: Brown Sand with Clay & Shell Fragments
x. Dry Density: 110.7 P.C.F.
timum Moisture: 12.0 Percent
ulie E. Keller, P.E.
'resident
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366