HomeMy WebLinkAboutKSM REOPRTmop C!WS
A% go AVE OrIV
TT
KELLER, SCHLEICHER & MacWILLIAM ENGINEERIFGLEE IA - IN
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.: 51 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED January 8, 2019 KSM JOB # : 190125-1 d/SS/jt
PERMIT# 1811-0102 9�cEtvea
CONTRACTOR Wynne Development
5U
JOB LOCATION 5 Danzar
Spanish Lakes Count Club Village Perm!rtin9 °ev"
p Country g St. Lucie =�• t y
Fort Pierce, Florida 4acle 7
7
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12"
2. N.E. "
3. Center "
4. S.E. "
5. S.W.
Soil Description:
Brown and Gray Sand
with Clay
In Place Moisture:
10.7, Percent
I
Optimum Moisture:
11.0. Percent
Max] Dry Density:
113.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for SoMealtFoupPation.
50+ 108.6 113.7
95.5
" 111.2 1197.8
" 111.9 it98.4
" 109.8
96.6
" 112.4
98.9
115.0 I I I I I
W
E
114.0 — .—.j—..—j.—..�..—..�..—..j—..—.
G I
H I 1 I I I
T j I I I I I
113.0—..—.j—..— —.. i..——..—..j—..—.
P I
I I I I I I
C 112.0............. —..—.
. 1 I I I I I
F I I I I I
111.0
R I I I I I I
Y I I I I I
110.0 �— — — _T..— T.-
8 9 10 11 12 13 14
)unty Building Department
Dm
4a�P•FgaAaift,*Nonaia u. Ceder, RE.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
KE I
i
01/11/2019 15:34 77258964S9 KSM ENGINEERING
L
.LER, SCHLEICHER & MaCWILLIAM ENGINEERING AN>s ESTINU 0�
i IN (772) 337-7755 P.O. BOX 79-1377, SEBASTIAN, FL. 32978-1377 MELSOURNE (321) 768-8488
1 51✓ACH (561)1145-7445 www.Rsmengineering.net ST I UCIF (772) 229-9093
5611845-8875 E-Mail: KSM@KSMENG1NE GRING.NV FAX (772) 589-1846+9
5693
ATE TESTED
ERMiT #
,ONTRACTOR
013 LOCATION
TM TESTED .
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTN'I D 1657 and ASTM D 2922
,January 8: 2019
1811-0102
Wynne Development
5 Danyar
Spanish Lakes Country Club Village
Fort Pierce, Florida
r1mmnacted Foundation Fill
PAGE 02/02
.KSM .JOB # : 190125-IdISS/it
stZ e� $A
�C7e Coin
ty
DEPTH PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE
N.W.
0" - 1 Z" 50+ 108.6 113
N-E.
111.2
111,9
Center
109.8
S.E.
„ 112.4
PERCENT
COMPACTION
95.5
97.8
98A
96.6
98.9
Soil Description: 115.0 t I ! 1
Brown and Gray Sand
with Clay 1N 1 !
In Place Moisture: E
1b.7 Percent I 114.(} i ..—.i._..—i.._•.�.. .�....—..i-...
G
optimum Moisture. P I I i
11,0 Percent T 113.0
I I
Max. Dry Density: p I 1 ! 1
i
113.7 P.C.F. ! I l ( I
C 112.0
@ Test Locations The
Density & Penetrometer F
Readings Indicate the 111.0
Degree of Compaction Meets a I
Minimum Required R j I I I I
for Y
'*44ti� e r .000.,& 110.0 10 11 12 13
14
ffXX37 •
Maisture - `1ro of Dry Weight
«�
No.
aSTATE OF ' +"
1 County Building Department
-�Igbj.�1bC.GOfn
AO— , �`s. 1 j11 sY nald G. Keller, RE.- 37293 1 Sl 1-io. No.: 660 J Julie E- Keller, P.E.: 68366