HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTIL ff C)
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT SCANNED
ASTM D 1557 and ASTM D 2922 BY
St Lucie County
DATE TESTED March 12, 2018 KSM JOB # : 180853-1 d/SS/ct
PERMIT # 1712-0722
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 14343 Cancun Avenue MAR`2 9 7.018
Spanish Lakes Fairways Permitting Department
Fort Pierce, Florida St. Lucie County
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 50+ 111.3 115.0 96.8
2. S.W. to
113.7 If98.9
3. Center if 114.4 99.5
4. N.W. if 112.6 97.9
5. N.E. If if 111.8 97.2
Soil Description:
Tan and Brown Sand 116.0
with Clay W
In Place Moisture: E I I I I I
7.1 Percent I I j _
Optimum Moisture: H 115.0 �-- — I I I
11.0 Percent T I I I I I
I I I I
Max. Dry Density: p I I I I I
115.0 P.C.F. 114.0
@ Test Locations The
I I I I I I
Density & Penetrometer F I I I I
Readings Indicate the 113.0 ——•._.I._.._l._..J.._..1.._...
Degree of Compaction Meets I I I I I I
Minimum Fgguired D I I I I I
for,,Sta et F ��'d4on. R I I I I I I
e ° r to Natural Grade. Y 112.0
%'R�• ly I d`.; 8 9 10 11 12 13 14
10
4 ;
® I _ Moisture - % of Dry Weight
•
si nt .���
�€ ;,.• t��Plakes.com
tL V �it•le6cie County Building Department
'Poll 4 1`,,,,
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/13/2018 15:15 772 7-t7' '9 KSM ENGINEER,* PAGE 01/04
U' V'r I'
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 237-7755 R O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 708.8488
FAX (561) 845-8876 E-Mail: KSM®KSMENGINEER589�469
ING.NET $T LUCIE (772) 9-
C.A.: 5693 FAX (772) 6489
DATE TESTED :
PERMIT #
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM 0 2922
March 12, 2018
1712-0722
CONTRACTOR . Wynne Development
JOB LOCATION : ' 14343 Cancun Avenue
KSM JOB # : 180853-1 d/SS/ct
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill MAR 14 Z�18
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1,
S. E.
0" -12" 50+ 111.3 115.0
96.8
2.
S.W.
T1 11 113.7 Iq98.9
3.
Center
114.4
99.5
4.
N.W.
112.6
97.9
5
N E.
" " 111.8
97.2
Soil Description:
Tan and Brown Sand 113.0 , I I I I I
with Clay W I I I I I l
In Place Moisture: F
7.1 Percent I I I I l I
G 115.0/_J1.
-
Optimum Moisture: H11.0 Percent TMax. Dry Density: P I _ I115.0 P.C.P.11�4.0 � @ Test Locations The
CDensity & Penetrometer FReadings Indicate the 113.0 ••_,_,.-ij..._...
Degree of Compaction Meets I I 1 I I I
Minimum Required o 1 I I l 1 I
for 6toe pbenn i4tion. R I I I I 1 f
ilT to Natural Grade. Y 112.0
r 6 9 10 11 12 13 14
Moisture - % of Dry A Ir�o Y
Keller, P. APPROVr
Al
" Keller, P.E, -)ARTIAL
• . •• �gTakes.com
itfia,.,?�� ubie County Building Department_
�R00#aPonald G. Keller, PE.: 37293 / SI Lic, No.- 860 / Julie E_ Keiler, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
March 12, 2018
PERMIT #
1712-0722
CONTRACTOR
Wynne Development
JOB LOCATION
14343 Cancun Avenue
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 180853-1 d/SS/ct
ITEM TESTED Compacted Foundation Fill R 20ia
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S. E.
0" - 12" 50+ 111.3 115.0
96.8
2.
S.W.
of If 113.7 If98.9
3.
Center
11 11 114.4 1199.5
4.
N.W.
of 112.6
97.9
5.
N.E.
it 111.8
97.2
Soil Description:
Tan and Brown Sand 116.0
with Clay W I I I I I I
In Place Moisture: E I I I I I
7.1 Percent I I I_ _ I _
�..
Optimum Moisture: H 115.0 -� — I I I I
11.0 Percent T I I I I I
Max. Dry Density:
I I I I
115.0 P.C.F. P 114.0 _.�_.. �.—.._�._.. ... .._...
• I I I I I
C
@ Test Locations The
I I I I I I
Density & Penetrometer F I I I
Readings Indicate the 113.0 — — l — • • —I • — .. J .. _ ..1.. _ ...
Degree of Compaction Meets I I I I I I
Minimum Required D I I I I I I
for Staked°FMItat`gn. R I I I I I
* P° c g9L. o Natural Grade. Y 112.0 _ -j .._..,
ROES % 8 9 10 11 12 13 14
Moisture - % of Dry Weight
_ I er P,
Rr derTATE
�0f�tIces.com
Fax' J5,09 County Building Department
l�
.,y r•FtFSnald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366