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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: KSM@KSMENGINEERING.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 16, 2017 KSM JOB# : 170794-1 d/MH/cc
PERMIT# 1701-0505
CONTRACTOR Wynne Development
JOB LOCATION : 2 Barcelona Lane
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 50 105.2 110.6 95.1
2. S.E. if50 105.5 1195.4
3. Center 50 106.1 If95.9
4. N.W. 50 105.3 95.2
5. S.W. 50 108.6 98.2
Soil Description:
Brown Sand with Shell Fragments
112.0 I I I I I
W
In Place Moisture: E I I I I I I
8.6 Percent I
G 111.0 I _..—.._..
P
O timum Moisture: -
H I I I I
11.6 Percent T
Max. Dry Density: 110.0
P I
110.6 P.C.F. I I I I I
C 109.0
@ Test Locations The I I I I I I
Density & Penetrometer F
Readings Indicate the I I I I I I
Degree of Compaction Meets 108.0
Minimym%Req"irpd D I I I I I I
for,�Stal� do,�f a�Yign. R I I I I I I
...
�. ,...
til�e r: helm$;- Beta"to Natural Grade. Y 107.0 9 —'110 11 12 13 14 1'5
e ull ed
N0. 8b
7 Moisture-% of Dry Weight
RECEIVED MA8°2 4 2017
,Cie County Building Department
ili' hlakes.com
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366
03/17/2017 15:42 77258964# KSM ENGINEERING • PAGE 02/05
Z%§j VL
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 (361)845-7445 www.ksmcngineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail:KSMQKSMENGINEERING.NET ST.LUCiE(772)5
5693 SAX(772)589-9-8469
469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 16, 2017 KSM JOB# : 170794-1 d1MH/cc
PERMIT# 1701-0505
CONTRACTOR : Wynne Development
JOB LOCATION 2 Barcelona Lane
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0"- 12" 50 105.2 110.6 95.1
2. S.E. 1150 105.5 1195,4
3. Center it50 106.1 95.9
4. N.W. it50 105.3 95.2
5_ S.W. it50 108.6 98.2
Soil Description:
Brown Sand with Shell Fragments
112.0 -
W I I I I I I
In Place Moisture: E I I ! I I I
8.6 Percent I
G 111.0
Optimum Moisture; H I I I 1
11.5 Percent T
110.
Max. Dry Dens+,y: p
110.E P.C.F. I
I
1 I
c
@ Test Locations The
Density & Penetrometer F
Readings Indicate the
Degree of Compaction Meets 108.0 J "
Minimy('njReglyilpd p I 1 I I
ford# ktclut<f t'ign. R I 1 l I I
1 l�,to Natural Grade. Y 107.0
Re ed 9 10 11 12 13 14 15
NO. -
Moisture-°fo of qry Weight
r {. ,"Mi pie County Building Department RECEIVE® ►AIAR 17 2017
+ • arishlakes.com
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Ronald G. Kcllor, R6..:37293/SI Lic,.No.:860 / Julie E.Keller; P.E.:68366
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