HomeMy WebLinkAboutKSM REPORTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
KIM
�Yi ANDIiESiIN6
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
February 26, 2020
/q
Adams Homes
5913 Balsam Drive
Fort Pierce, Florida
C `()&— /%ailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
SCANNED KSM JOB #: 200358-4d/CH/jo
BY NUC # 417
St.Lyuu' eC tv.
or �2l Nuc Model: 3500
1I uc Seri1315CEIVEC13417
MAR 0 5 2NO
Foundation Fill - Final Lift
ST. Lucie County,
TEST LOCATION DEPTH
OF SAMPLE
PEN
READ
DRY
DENSITY
MAX. DRY PERCENT
PROCTOR VALUE (P.C.F) COMPACTION
1. S.W. 0" - 12"
48
108.9
112.5 96.8%
2. N.W.
43
107.5
95.6%
3. Center
43
107.7
95.7%
4. N.E.
45
108.3
96.3%
5. S.E.
45
108.5
96.4%
Soil Description:
114.0
Brown Sand with traces
W
of ClayE
I
I I I I I
In Place Moisture:
G
113.0 4—
• • — • �— — I — —I — I —I
9.7%
H
I
T
I I I I
Proctor Optimum Moisture:
112.0 1
— J.—�.•—. J..—.. L..—.
11.0%
P
I
�—
I I
Proctor Max. Dry Density: P.C.F.
C
I I I I I
112.5
111.0 �—
— I— — I•— •—%.—.. �.. .. 4 ..—...
F
I I I I I
@ Test Locations the Density &
I
Penetrometer readings indicate the
110.0—..—.I—..—.I.—..—r.—..y..—..
I I I I
Degree of Compaction Meets
D
I
..—..,
Minimum Required
Y
for Unstaked Foundation
109.0
I I I I I
•— ;—••—;•—••—
•—•.�..—..T..—..,
Respectfully Submitted:
8
9 10 11 12 13 14
Moisture - % of Dry Weight
)�.••LICENS�•,.8`,p ;r
Disclaimer: Contractor is responsible to maintain
.;'
= No, 68366
the tested area in the condition that KSM
•
completed the indicated passed compaction test.
' ST ••
KSM is not responsible if the tested area has been
'•
altered from the approved inspected condition.
PE`# 68366 2/27/2020
Email to: rjohnson@adamshomes.com
Proudly Serving Florida since 1990
rneaaquaners
11,345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
AND TESI
G
SOIL COMPACTION REPORT
ASTM D 15S7 and ASTM D 6938
February 17, 2020
Adams Homes
5913 Balsam Drive
Fort Pierce, Florida
i 9of- oM
Foundation Fill - 2nd Lift
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 200358-3d/MH/jo
NUC# 630
Nuc Model: MC-10R-P
Nuc Serial #: 30630
SCANNED
BY
TEST LOCATION
OF SAMPLE
PEN
DEPTH READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. S.W.
12" - 24" 50
108.3
112.3
96.4%
2• N.W.
50
107.0
95.3%
3. Center
45
108.9
97.0%
4. N.E.
50
108.6
96.7%
5. S.E.
50
108.1
96.3%
Soil Description:
Brown Sand with Shell
Fragments
In Place Moisture:
8.6%
Proctor Optimum Moisture:
11.2%
Proctor Max. Dry Density: P.C.F.
112.3
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Required
for Unstaked Foundation
Respectfully Submitted:
Ilto.81439
it
STATE OF ' �cc
114.0 I I I I
W I
E I I I I
G 113.0.._.i_..—i.—..—i.—..i..—.. i ..—....
H
T I I I I I
112.0..—.j—..— ——�..—.. ..—.. l..—..
P I I I I
I
C I I I I
F I I I I
i I I I I
D 110.0..—.I—..—.I.—..—r.—..y.._..rt..—...
R I I I I
Y I I I I I
109.0 �..—.;_.._;.—.._;.—..�..—.. r..—..;
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Bryan E. l5af4tkQ11Rt4t1W'
V.P. of Engineering
PE # 81439 2/18/2020
Email to: rjohnson@adamshomes.com
Proudly Serving Florida since 1990