HomeMy WebLinkAboutSOIL REPORTHeadquarter i� Mailin
11345 U.S. Highway 1 �'1.t ENGINEEP IG PO Box 78-1377
Orlando Sebastian, FL. 32958 Amn 1;;Pjri AND TES'i 14 PhoneSebastian,
L. 2978
-0712
'723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: March 24, 2020 / 9 I b , 03 9-••3 KSM JOB #: 200776-2d/MH/jo
PERMIT#: NUC# 630
CONTRACTOR: Adams Homes SCANNED Nuc Model: MC-10R-P
BY
JOB LOCATION: 5609 Birch Road St. Lucie County Nuc Serial #: 30630
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill - 2nd Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) . COMPACTION
1. S.W. 12" - 24" 50 107.9 110.5 97.6%
2. N.W. 109.3 98.9%
3. Center 108.7 98.4%
4. S.E. 110.1 99.6%
5. N.E. 109.1 98.7%
Soil Description: 112.0
Brown Sand W
E I I I I I
I I I I I I
In Place Moisture: G 111.0 }—••—•�—••—•�—••—�•— — i —
3.9% H I I I I
T
Proctor Optimum Moisture: 110.0 {—••—•!----I. —(.—. 4._.4..—..i
12.0% P I ! ! I
Proctor Max. Dry Density: P.C.F. C I I I I I
110.5 109.0
F I I I I
@ Test Locations the Density & — —
I
Penetrometer readings indicate the D 108.0
Degree of Compaction Meets R I I I I I
Minimum Required Y I I I I I
for Unstaked Foundation 107.0 — ;—••— —: — —1••— 'T"—"�
9 1D 11 12 13 14 15
Respectfully Submitted:
Moisture - % of Dry Weight
\°`°\ E �• KEG �'% Disclaimer: Contractor is responsible to maintain
°�J�:•y�CENSF �'�� :� the tested area in the condition that KSM
_ d completed the indicated passed compaction test.
a KSM is not responsible if the tested area has been
STATE QF altered from the approved inspected condition,
7'*�
PE#6NA..'"'' 3/25/2020
Emailto: rjohnson@adamshomes.com;Josiah—joeandujar@yahoo.com
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR;
JOB LOCATION:
T' 1 -& ff ENGINEVAI
lip L-.7 .LVLl AND TES'- iNG
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
February 17, 2020 1 C//0— 0.3 93
Adams Homes
5609 Birch Road
Fort Pierce, Florida
SCANNED
BY
St. Lucie County
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 200776-1d/MH/jo
NUC # 630
Nuc Model: MC-10R-P
Nuc Serial M. 30630
ITEM TESTED: Compacted Foundation Fill -1st Lift
'TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE DEPTH
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.W. D" -12"
50
107.6
110.5
97.4%
2. N.W.
108.1
97.8%
3. Center
106.9
96.7%
4. S'.E. "
107.3
97.1%
5. N.E.
108.2
97.9%
Soil Description:
112.0 I
I I I
I
W
Brown Sand
111.0
• • — • I—
— I — —I — I
— I —
In Place Moisture:
G
I
I I I
I
8391.
H
I I
I I
I
T
Proctor Optimum Moisture:
110.0 i—••—•!—
—j• ••—t.—• J..—.•
••—..l
12.0%
P
I
I
I
Proctor Max. Dry Density: P.C.F.
C
I I
I I I
I
110:5
109:0—••—.�_
.—.L_.._l.—..�..
...4.._...
F
I I I
I
@ Test Locations the Density &
I
I I I
I
Penetrometer readings indicate the
108.0 .l
Degree of Compaction Meets
D
I
I
I I I
I
R
Minimum Required
Y
I
I I I
I
for Unstaked Foundation
107.0
a ••—•;—•
— — —� —
— —
9 10
11 12 13
14 15
Moisture - % of Dry Weight
Is. Disclaimer: Contractor is responsible to maintain
0.81439 oaf the tested area in the condition that KSM
* o y completed the indicated passed compaction test.
° STATE OF o �tU KSM is not responsible if the tested area has been
altered from the approved inspected condition.
N ,A1.
-Bryan E. DahIW,'P!E""
V.P.;of Engineering
PE # 81439 2/18/2020
Email to: rjohnson@adamshomes.com
Proudly Serving Florida since 1990