HomeMy WebLinkAboutSOIL REPORT+bR7E TESTED `.
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Soil Descriptionj`•
Brown�Sand,with5hell? �
2
Prodo� OpUrtium Molsiure' .
t �1109b�
PrbctoMbk Dnj Density
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5 -
Maihng'�;
NGITEAE`TRIfLry Pa eoxa7er�a�r
H.ESTIM P�ione 772 589 D712?
i, ' . � 'tKSMengneenng ne=
41610 2oas55; d/si jjo :
SCANNED
BY
St. Lucie County
Moisture°/aof'DryrWeigtiE;'
;President;
PE# 6836E 2/28/2020
T Proudly;Servm
10 -IL WINGINEERIO
AVWZ- AN.D'TESTINC'-,'
, . I
I
LFebruary
CONTRACTOR:. h- Sweeney:
art
jo, OCAT ON.": .-5281,T(eet6O,Tr6lL)
p i e r c ep 0 16 4 rd
Jklimi T- 4:L "191 '050
To Whom it rn c
final 4ocompacted "i` iticl6s6d,lp'lears6find:the ;ri0cliafdehsity,ie!§ieeslufttperf,btrfieddri-thel3tand ,
ift founclatiory
fa' eip've rd?6r'enicdd- rojeU.
fShojuld`,yqu have any iqqese kplease feei.freeAb icontact.6uIr.office.,
:kesp6ftf6llv,,
L,
wee6S19S86g*-maIl,."CO-'m,
oudly Serving; Florida 4nce'40190
723 Progress Way,-,
SOIL COMPACiI'ON REPORT
C°A# 9693j
nford;SaFL r32771r. '
n
KSMe� ineerin
9
,.'�
fASTM'D3557and'ASTM D593�` u
rgetg
"-
DATA TESTEf)b e,,
27; 2020�"
W�d/SH/JoR^e ,"
M JOB.,ti# 200.454=; ,•
.F,ebr�iary
}.
19I0 0505
NUC #
�PERMIT,if
CQI�TRACTORy-r
JohliSweed'ey'' .
fNuc`M'odel IVICSIOR R'
JOB LOCATION
-
P�eree;,,Flora[ia+:
,Fort
yr awvm�c
- nua.
0. 124 "
46
*�
e46i'
nter'
m12"
w
h
Soil Descrlption:'t
Brown,Sand with 5hellf
In Ptaie Moisture:'
4
j
P,roctoib Mum Moisture`:
gy 11`O... v
1 Procto��Max DryDensity ,P:C F
'i1Zu0°"
J
1
y
2
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i
a
�� !Iuhe E�Keller, �iE
Presidentf
P.EI 68366, ,
�98i69'o� '
• r
i
Discfaimer:;Contractor`is responsible to: maintaij
the. tested area -in the condition that KSM-
' KSM;is not,r
*a@eTed fron
2/28/2020 .
Preud(y,Serving Flonda sin a 1990'
1�1345 U.S. Highway 1
i�r Co 1 t
ENGINEE9'.°.,
U PO Box 78-1377
SbastiaOrlando n, FL. 32958
Z%A3 jri
Sebastian, FL. 32978
AND TESTING
Phone:772589-0712
723 Progress Way
SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED:
February 27, 2020
KSM JOB # : 200959-id/SH/jo
PERMIT
1910-0505
NUC# 528
CONTRACTOR:
John Sweeney
Nuc Model: MC-30R-P
JOB LOCATION:
5281 Treetop Trail
Nuc Serial M MD049528
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill -1st and Final Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION
1. S.E.
0" - 12"
46
108.9 112.0
97.2%
2. S.W.
0" - 12"
46
109.1
97.4%
3. Center
12" - 24"
42
110.4
98.6%
4. N.W.
12" - 24"
41
110.1
98.3%
5. N.E.
0" -12"
41
109.8
98.0%
Soil Description:
Brown Sand with Shell
In Place Moisture:
9.6%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
112.0
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Required
for Unstaked Foundation
Julie E. Keller, P.E.
President
PE # 68366
2/28/2020
SCANNED
BY
St. Lucie County
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
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT M
Gi�J �11:L•T� [�7:13
JOB LOCATION:
113.0
W
E I
C 1 I' ENGINEECs.:1G
i16mLJAV& AND TESTING
SOIL COMPACTION REPORT
ASTM D 2557
February 27, 2020
1910-0505
John Sweeney
5281 Treetop Trail
Fort Pierce, Florida
G I I I I I
H . 1120
Tr..—.._..t..—..—..� ..—.._ _.._..y
I I I I I
P
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 200959-1d/SH/jo
C
F I I I I I I
D I I I I I
R110.0 a—.._.._..J_..—.._..1..—..—..�.._.._..J.._.._..— .—..—.._.
Y I I I I I 1
I I I I I I
I I 1 I I I
109.0._..—..—,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Soil Description:
Brown Sand with Shell
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
112.0
Julie E. Keller, P.E.
President
PE # 68366 2/28/2020
Proudly Serving Florida since 1990