HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED -
BY .AML
KELLEOt'SUO�ig(LIJI FiER & MacW-ILLIAM 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 w"Asmengineering.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
I
DATE TESTED July 23, 2018 KSM JOB # : 182451-1 d/MH/cv
I 44unoD alonj •;S
PERMIT # 1804-0798 WOUPedaa 6uI4;Iwa9d
CONTRACTOR Environmental Land Development 810i 0 9nV
JOB LOCATION
5105 Palmetto Drive li
43N3�321
Fort,Pierce, Florida
ITEM TESTED
Compacted Foundation
Fill for the House Pad - Re -Test
TEST LOCATION
* PEN
�I DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
0" - 12" 50
;107.7
109.0
98.8
2.
N.W.
It50
104.7
96.1
3.
Center
of50
109.0
100.0
4.
S.E.
if 50
1.05.3
96.6
5.
N. E.
if50
1104.0
95.4
Soil Description:
Brown Sand
In Place Moisture:
8.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
fo[,dIrlWJW1 Vaundation
sen to Natural Grade.
11,0.0 1 I I I I I
W I I I I I I
E I I I I I I
I
G 109J,0 L..—
H I I I I I I
T
I I
P 108.0, I —••
C I i
F 107.0 t—..—.�—..—�.—..,..—...�..—..�..—.
I I I I I I
D I I I I I I
R
Y 106.0--..—.I—..—I.—.. �..—..�..—..I—.•
9 10 11 12 13 14 15
Moisture - % of Dry Weight
4 mail. corn
.'Lucie County Building Department
Ronald G. Keller, RE.: 37293.1 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
07/25/2018 11:30 772589�9
r
KSM ENGINEERINC.1—
r
PAGE 01/01
it
Te C4IL 19
KELLER, SCHLEICHER & MactNf L�e�i�
MARTIN (772) 337-7755 LIAM ENGINEERING AND TESTING, INC.
PALM 13EACH (561) 845-7445 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
FAX (561) 845.8876 Ww.ksmengineering.nct MELBOURNE (321) 768-8488
C.A., a693 E-Mail• ISM@KSMENGINEERING.NET ST, LUCIE (772) 229-9093
SOILICOMPACTION REPORT FAX (772) 5$9-8469
ASTM bb 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
TED
TEST LOCATION
OF SAMPLE
July 23, 2018
1804-0798
Environmental
5105 Palmetto Driv
Fort Pierce, Florida
KSM JOB*,; 182451-1 d/MH/cv
AyunoZ) apn-I -IS
VOLUVedao 6ujA1LUJad
Development
0101 f t lflf
aani�oaa
3n Fill for the House Pad - Re -Test
DEPTH *PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE C
1. S.W.
0" - 1 2"
07.7
UMPACTiON
2. N.W.
5� i
104.7
109.0 98_
��
3. Center
50 I
109.0
11 96.1
4. S.E.
�� 50 I
105.3
100.0
5. N.F.
�� 50 1
104.0
96.5
96.4
Soil Description:
I
Brown Sand
In Place Moisture:
8.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.0 P, C. F,
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets.
Minimum Required
%ndatian
en to Natural Grade
ed:
No.
4
110.01 I ! ! I I
E
I
G 109.0-t—.._.j_..�i.�.. _._4.4-
HI
Ti
P 1108,0
i
C
F 107,0 1- .. — , l _. I ..
R
9 10 11 12 13 14 15
i
Moisture - % of Dry Weight
I
9egmall.Com
`Lucie County Building Department
a
RonR1fj G. K&IlF".; 3729^;' $I L1(;. No.: F,;E;f)
I�
1 Juiirr I-. I<eltcr. P.E.: AR:iRR