HomeMy WebLinkAboutCompaction test - correctedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Revised:
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
ZP C11 t ENGINEERING
�L117AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
August 5, 2020
Mailing
O Box 78-1377
Sebastian, FL. 32978
Phon : 772-589-0712
C.A.# 5693
KSM ngineering.net
May 14, 2020 KSM JOB #:
1908-0292 NUC #
Adams Homes Nuc Model:
5811 Balsam Drive Nuc Serial #:
Fort Pierce, Florida
Compacted Foundation Fill - 2nd Lift
20778-3d/CH/jo
417
3500
3417
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) �OMPACTION
1. S. W. 011-1211
40
106.9
111.2
2. N. W. "
45
107.4
"
3. Center
45
107.4
"
4. S. E.
42
107.2
"
5. N. E.
47
107.9
"
Soil Description:
113.0
Brown Sand with traces
W
of Shell Fragments
I
I
I I
In Place Moisture:112.0
4— — I
I I
9.0%
H
I
I
T
I
I I I
Proctor Optimum Moisture:
111.0 t— — I — ,
. — I, — , — • • J • _
11.0%
P
I
I I
Proctor Max. Dry Density: P.C.F.
C
I
I
111.2
110.0—
._�._..�..
I
@ Test Locations the Density &
F
I
Penetrometer readings indicate the
I I I
Degree of Compaction Meets
D
109.0 _.1_.._.I._.._r._..y.._.
T.
Minimum Required
for Unstaked Foundation
y
I
------
I I I
108.0 —
V — —r • — • —; • • —
Respectfully Submitted:
8 9
10 11 12
Moisture - % of Dry Weight
96.1%
96.6%
96.6%
96.4%
97.0%
i
13 14
��4tsItsa#It,,I,� Disclaimer: Contractor is responsible to maintain
JA E, 4 10 the tested area in the condition that KSM
.-'C\GENs�.,F,p completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
No. 68366 .
altered from the approved inspected condition.
.," . ' �P���•�� �•��, 8/5/2020
Ernail$to,;j4eartaujar@yahoo.com; rjohnson@adamshomes.com
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Revised:
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
Tl' C 1 t ENGINEERING
A;% AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
August 5, 2020
February 17, 2020
1908-0292
Adams Homes
5811 Balsam Drive
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KS Meng ineering. net
KSM JOB #: 200778-1d/MH/jo
NUC # 630
Nuc Model: MC -10R -P
Nuc Serial #: 30630
ITEM TESTED: Compacted Foundation Fill - 1st Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S. W.
2. N. W.
3. Center
4. S. E.
5. N. E.
Soil Description:
Brown Sand with traces
of Shell Fragments
In Place Moisture:
6.9%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
111.2
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Required
for Unstaked Foundation
Respectfully Submitted:
it
�,�`��E E. KED
•'••CEN •. �F':
No.68366
tC PE°# 6$ •b ,.,.+•� 8/5/2020
Email to: rjohnson@adamshomes.com
50 108.1 111.2
97.2%
11 107.6
96.8%
if 108.3
97.4%
it 106.7
96.0%
if 108.1
1A4 1
97.2%
n n
113.0 I I I I I
W
E I I I I I
I •
G—.._.i_.._.i._.._i._..i........
112.0
H
T I I I I I
111.0 — J.._..1 .._...
P I I I I I
C
110.0—.._G._..-4.. .._..
F I I I I I
D 109.0 _.1_. _.L_.._r._..�.._..t.._..,
R
Y I I I I I
108.0--••—.;_..—.;._.._�._..�.._..T.._..,
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.
Proudly Serving Florida since 1990