HomeMy WebLinkAboutSOIL REPORTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
"l CP IkAf ENGINEEP " G
Elan 1r7AVL AND TESL1nG
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 20, 2019
1910-0577
Adams Homes
5317 San Benedetto Place
Lot 5, Waterstone
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB M
RECEIVED
JAN 0 6 7020
ST. Lucie County, Permitting SCANNED
BY
St. Lucie Coum
195155-1d/SH/jo
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1, S.E.
0" -12" 39
108.8
112.8
96.5%
2. S.W.
41
110.1
97.6%
3. Center
41
110.6
98.0%
4. N.W.
40
109.3
96.9%
S. N.E.
40
109.8
97.3%
Soil Description:
Brown Sand with Shell
In Place Moisture:
9.6%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
112.8
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction IV
Minimum Requia
for StakediF ation
0
114.0 --
E
I I I I I I
i
G
I I I I I I
113.0 I—.._..I_.._.i_.._:._.._i._.. i.._.._
H
T
P
I I I I I I
112.0 .._.i_.._.I _.._i._.. �.._..i.._.._
C
•
I I I I I I
111.0
F
D
110.0 L.._.1—..—.L_.._I._..—I.._.. .._.._
R
I I I I I I
y
I I I I I I
I';n!'�Vs'nt 8 9 10 11 12 13 14
A r r Y 1111
DEC 3 0 2019 1U11
GWP%1 U3?.1
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
E OF ;° � SUFto KSM is not responsible if the tested area has been
altered from the approved inspected condition.
neeritlg�C?�e.
12/23/2019
qi3 li leBuilding
to: St Lucie Building Department; rjohnson@adamshomes.com
Proudly Serving Florida since 2990
Headquarters
11345 U.S. Highway 1
Sebastian. FL 32958
Orlando
. ENGINEERINL, ,,
JLVJL AND TESTING
723 Progress Way SOIL COMPACTION REPORT
Sanford, FL. 32771 ASTM D 1557 and ASTM D 2922
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone-772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED: December 20, 2019 KSM JOB #: 195155-1d/SH/jo
PERMITM 1910-0577
CONTRACTOR:
Adams Homes
JOB LOCATION:
5317 San Benedetto Place
Lot 5, Waterstone
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E.
0" -12" 39
108.8 112.8
96.5%
2. S.W.
41
110.1
97.6%
3. Center
41
110.6 "
98.0%
4. N.W.
40
109.3
96.9%
5. N.E.
40
109.8
97.3%
114.0 1
W
E
I I I I I I
Soil Description:
I
I I I I I I
Brown Sand with Shell
G
113.0T I I I i
H
I I I I
T
I I
In Place Moisture:
P
112.0 i .._.i—..—. _.._i.—..
9.6%
Optimum Moisture:
C
I I I I I
Max. Dry Density: P.C.F.
I I I I I
112.8
D
110.0 .._.1_..—.l_..—I.—.._I..—.. .._.._
@ Test Locations The
R
Density & Penetrometer
Y
I I I I I I
Readings Indicate the
109.0�—•—•j—
Degree of Compaction Mee
9 9 10 11 12 13 14
Minimum Required
for StA0%Fb9 . atjoP
Moisture - % of Dry Weight
I�s�tt '�IySdbtp e�?'�, oixlami,=r Cnntradar is responsible to maintain
. rl;r• re�t�':1 .11BJ in the condition that KSM
Y} F '� , enipic•n'd ilw indicated passed compaction test.
i not :t•,ponsible ii the tested area has been
^ c• F ()F `
Bry •'f hlker,Q4E ' }v ah: rrrl i;o,• hc• approved inspected condition.
'lneeringor r
12/23/2019
Email to: St Lucie Building Department; rjohnson@adamshomes.com
Proudly Serving Florida since 1990