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KEL.LER, 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 1667 and ASTM D 2922
DATE TESTED
November 10, 2017
KSM JOB # : 173405-1 d/MH/ct
PERMIT #
17080627
CONTRACTOR
Wynne Development
RECEIVED
JOB LOCATION
23 Monterrey Way
Spanish Lakes 1
NOV 2 0 2717
Port St. Lucie Florida
'
Per;;r,;tt'I^g rL"0'eParL'1;';tn1t
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
*PEN
DRY
MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.W.
0" - 12" 50
110.0
112.9 97.4
2. N.E.
1150
108.3
It95.9
3. Center
50
109.6
97.1
4. S.W.
50
109.4
96.9
5. S. E.
50 .
111.3
98.6
Soil Description:
Brown Sand
In Place Moisture:
11.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for StakT� F19Mdation.
* P"s�`-eeL�� fi�en to Natural Grade.
13�?sac#ttfl��wd
114.0
W
E I
G 113.0 —
H I I
T '
112.0 —
P
C 111.0 1—••—••�
F
110.0
D I I I I I I
R I I I I I I
Y 109.0 4—..
8 9 10 11 12 13 14
Moisture - % of Dry Weight
er, P =
OF :
ail tc�, St'66& County Building Department
rp. oy{p�lshlakes.com
DNAC e"
��'I I I I I Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366
11/13/2017 14:18 77 6469 KSM ENGINE NG PAGE 01/01
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 wwwAsmen Ineedri net MELBOURNE (321 768-8488
FAX (661) 845-8876 9 0' )
E-Mal: FCSMcs??KSMENGINEERING_NET S7 LUCIE (772) 229-9093
G.A.: 5693 FAX (772) $89-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM 1) 29Z2
DATE TESTED November 10, 2017
PERMIT # 17080827
CONTRACTOR : Wynne Development
JOB LOCATION : 23 Monterrey Way
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED : Compacted Foundation Fill
KSM JOB # : 173405-1 d/MH/ct
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W.
0" -121, 50
110.0
112.9
97.4
2.
N.E.
50
108.3
it
95•9
3.
Center
50
109.6
97.1
4.
S.W.
50
1.09A
96.9
5.
S. E_
50
111.3,
98.6
Soil Description:
Brown Sand
In Place Moisture:
11.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.9 P.C.F.
Q Test Locations The
Density & Penetrometer
Readings indicate the
Degree of Compaction Meets
Minimum Required
for Stakq�k figfflVation.
* ? *, p_di '('fin to Natural Grade.
114.0
W
I I I I I I I
G 113.0 ......
H I I I I I I
T
112.0
P I
• i r I I I I
C 111.0
P I I I I I !
D 10,0i I r
R I I I I 1 I
8 s 10 11 12 13 14
Nm6Stute - % of Dry Weight
RJu r, 4
sid Or ;
Ib;,Sf: 14e County Building Department
E`r�l la kes. co m
Ror»Id G. Keller, PE,; 37293 / 31 Lic. No.; 860 / Ju1ie E. Keller, RE.: 6836G
13