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SOIL,COMPACTION REPORT s C A # 5693
Sanford, FL 32771� `
ASTM
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D:1557 and:ASTM 13.2922
y tt Revised.. March 5, 2020
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DATE TESTED January
21,°2020
KSM'JOB iF 200359 1d/SH%jo
PERMIT # 9i
` � 1910-0437
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SCANNED
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CONTRACTOR. Adams Homes
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J061 QCATION .: 5705 Cassiii
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Si Lulde.Countl
Drive
r Fort Pierce; Florida,_
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i iTTEM TESTED.` Compacted Foundation
1st r.
; -Fill Lift
- TEST LOCATION yDEPTH _ry
'
PEN, DRY MAX DRY = _ 'PERCENT -• t'
OF SAMPLE n^ BREAD"; 'DENSITY, PROCTORVALUE(P''CF)
COMPACTION'.
1 S,E: si On 12"` 40.-'' 1108 1133
2. S.W.' _
401 1113° J
98 2%
Center �,
� . g,rfi r
4 N.W. `-
988
B9
5 N.E:
e
39. 108.6` 959% { i
1�4.0
W
E
;
Soil Description, '
1
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I- ;.I I
Brown ;Sand with She
G
113.0
{- 1'/'—
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t J J. L, u°VT
H
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T
In Place Moisture:
I{
ii12.0,
Optimum Moisture
11.0%Max.
Dry Density: P C.F.
F
I I I I
- ` 113.3 � _
14 f:0
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@ Test -Locations The
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Density & Penetrometer
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Readngslndicateythe -
110'0
t— -
Degree of Compaction Meets"
_ : i ,•--•: ,� ;- ,
8 •. 9 10
_`
mum Required.
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for-�wijpm(j Foundation
Moisture -?/o of Dry 1Neight = I
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Disclaimer Contractor, is responsible`to'maintain " !
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the tested area in the.: condition'that KSM
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completed the indicated passed compaction test.
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KSM is not responsible if the tested has
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alteredfrom the approved inspected condition
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Headquarters = t t r r � C p C u � � Mailing
11345 U S Highway i
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PO
` _ Sebastian FL..32958
AND TESTING
, Box 78 1377
Pho�e"2
Orlando'
723 Progress Way
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Sanford FL
SOIL,COMPACTION REPORT ^` C A # 5693,a
,32771
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ASTM D iSW and ASTM D 2922 Mengineenng t sr
Revised ^
March 5' 2020
e DATE TESTED
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.lanuary 31;:202Q 4
1(SM JO_B.# 2D0359 2d/DJ/jo
' PERMIT#
1910-0437 acr+
CONTRACTORc
Adams Homes.
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JOB LOCATION:
S70S Cassia'Dnv'e x;
-
FortPierce, Florida ,
ITEM TESTED
-Cbmpacted to Fdl 2ndUft
TEST LOCATION -
f PEN _ 'DRY MA)( DRY'
DEPTH ° 'r PERCENT ,
OF SAMPLE'
f
'READ DENSITY PROCTOR VALUE (PSC,F.) COMPACTION,
1. 5.1N.:
12" - 24" 37 -107.6
Z. N.W.
37 108.4, a 96.51.
3. Center ,
40 3099 97 9%
4 N.E.
35 107.1 95 4%
40i- 110.4 :. 98 3%
Center
40+ 110.1 '98 0%
Soil.,Description:
W
Brown Sand with Clay
",
f
and Traces of Shell
I
G
lnPlaceMmstureh
H 113:0
—•l_ 1 _ l._.. 1. 1, , -
_.
t
13.6%,
T
Optimum Moisture:
P
11.2%
112,0
Dry Density: P.C.F.
r
EMax. I I I -A L_"II
112.3
p'jjj
- @ Test Locations The
.
Density &Penetrometer.
D
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Readings Indicate the
R
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Degree of Compaction Meets 110.0
i
Minimum Required
B810 1:0 „ 12 ,,13:
forgF4*94Fr . oundation'
_
,
.•••rE,'KE��•�••,•
Moisture - °Yo of,Dry, Weight
�•
"Disclaimer. Contractor is -responsible to maintain
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1
the tested area in the condition that KSM
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;2.iJ
completed,tNe indicated passed compaction test
KSM is not responsible if the tested area has beenIII
IF
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altered from the approved inspected'condiilon
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Proudly Serving Florida since61990
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Headquarters rt"
i = ENGINEN6 Ma:hrig
,$ 11345 U S Highway 1 .• PO'8ox 78 137.7
Sebastian FL 32958 �; i AND'TE-TPhoner77258907172
Orlando
723 Progress Way SOIL COMPACTION REPORT G ,vC Ar# 5693
p Sanford +FL' 32771 r KSMengirieenngrnet `
ASTM D 1557 an ASTM D.6938 ,
Revised: March 5, 2020
DATE VESTED G February 25, 2020 3 : IKSM lOB q 2063563d/CH
PERMIT# 3910 0437.
c 1 NUC# a 417
CONTRACTOR: Adams Homes r ' `
Nuc Model €M 3500
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J08`LOCATION: = 5705 Ca"s5a Drive Nuc Serial # - 3517 .}
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Fort Pierce„ Florida ,
3 ITEM TESTED . 'CompactedFoundatipo'FiR1= Final L:ft,a
yry-�-
7EST LOCATION PEN` ' DRY VAX. DRY 4PERCENT
u DEPTH-°, `
OF SAMPLE
READ DENSITY PROCTOR VALUE (P..C.F) ,COMPACTION; '
1. S.W: ' 12",- 24" 42 _ 107.5 130:4 ` 97.4
2N.W. 43 "106:9- n'"968%:.1
3. Centers
45 107;3 s97290 c` I
4 SE,•. - ,;" 41 _ 106.5 �v965% " +
5` N.E: • 4 'g 45 107.2
.. _ .. .,971% s
6: Center97- '
_4 C
W
SollDescription: e 1; i` It's
Brown Sand with some
Clay 11.0:
In Plaee'Moisture: H I I I 41 `f I
Optimum Moisture , P
12.0
Max. Dry Density: P C F.
,110.4
@Test,EocationsThe:" 108:0 I {= —1• 1•- y i f
Density;& Penetrometer
Readirigs.lndicate titre R t -
Degree'ofCompactiorrMeets Y I I I f f
107.0
Minimum Required, 9 10 11 ` �12 ` 13 14 15_
r
for Uns%k dEoundabon- %0 �ufie
�,r K'�+ �e4,� ° : MOISfUfe - % Of DryWelght
r
Disclaimer:'Contractor Is esponslble t0 malnta41
m
the tested area in the- conditlon that KSM
` �§8 !!• completed the indicated passed compaction test
1 KSM is not responsible if the tested area has been s
• altered from the approved inspected Candltron . r t
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EmaiCtAcRr}ohd on@adamshomes.c6fn , —
Proudly Servin" Florida -since 1996
Headquarters �, j ENGINEEMG r 'PO Zx7Z1377i
aling
11345IK
,J.S,.N^�hway 1
Sebastian, FL.32958 &JItiW AND TESTING Ph net1772 583278
9-07 Orlando 12
723 Progress Way
Sanford, FL, 32771 SOIL COMPACTION REPORT C.A.# 5693
SanASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
February 25, 2020
KSM JOB #: 200359-3d/CH/jo
PERMIT#:
\qta _ by3, RECEIVED NUC# 417
CONTRACTOR:
Adams Homes
MAR 0 5 ?.0Z0 Nuc Model: 3500
JOB LOCATION:
5705 Cassia Drive
ST.
Lucie County, Permitting Nuc Serial #: 3517
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
-1st & 2nd Lift
TEST LOCATION
PEN
DEPTH
DRY MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W.
0" - 12" 47
107.5 110.4 97.4%
2. N.W.
43
106.9 96.8%
3. Center
45
107.3 " 97.2%
4. S.E.
12" - 24" 41
106.5 96.5%
5. N.E.
" 45
107.2 0
97.1 /o
6. Center
48
107.7 97.6%
SCANNED
112.0
I I I I I
Soil Description:
w
Brown Sand with some
St.Lucie Counts,
E
I I I I I
Clay
111.0 j_.._.i_.._.'._.._i._..
�.._.. .._...
In Place Moisture:
H
11.3%
T110.0
I I I I
Optimum Moisture:
P
12.0%
I
C
I I I
Max. Dry Density: P.C.F.
109.0—••—•I—•—•I•—••-4•—••—I ••�.._..,
110.4
F
I I I I I
@ Test Locations The
j I I I I
Density &Penetrometer
D
108.0 T.._.1_.._.�._.._F._..y.._.. .._...
I
Readings Indicate the
R
I I I I I i
Degree of Compaction Meets
y
I I I I I
107.0 �—• —•'—• —
Minimum Required
9 10 11 12 13 14 15
for,`�gfidJWO,fo; ndation
Moisture - % of Dry Weight
W. d:
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
m ; No.B ; W :
completed the indicated passed compaction test.
W =
KSM is not responsible if the tested area has been
? .p v
altered from the approved inspected condition.
2/26/2020
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Proudly Serving Florida since 1990