HomeMy WebLinkAboutCompaction test • T.rc-L N •
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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.ksmen ineerin .net MELBOURNE (321)768-8488
9 9
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 May 26, 2017 KSM JOB # : 171663-1 d/MH/cc
PERMIT# 1705-0362
CONTRACTOR Wynne Development
JOB LOCATION 46 Silver Oaks Drive
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" 50 105.3 106.6 98.8
2. S.E. 50 107.6 100.9
3. Center 50 106.1 99.5
4. N.W. 50 104.1 97.7
5. S.W. It50 103.9 It
97.5
Soil Description:
Brown Sand
108.0 I I I I I
W
In Place Moisture: E I I I I I I
9.1 Percent
Optimum Moisture: H 107.0 �— — I—••_..�_.._..�_.._..�_.._..�_.._..
12.2 Percent I I I I I I
T I I I I I
Max. Dry Density: P I I I I I I
106.6 P.C.F. 106.0 �- _..�.._..�. _..�.._.. _..I_.._..
C I I I I I I
@ Test Locations The
Density & Penetrometer F
I I I I I
Readings Indicate the 105.0 =— —
Degree of Compaction Meets
Minimum Required D I I I I I
for S`al' o�� bAbpsn. R I I I
_..I _..I
1� to Natural Grade. Y 104.0 �-••—•�I•._.•I.._..I �_• �_,•_•.�
9 10 11 12 13 14 15
Y
Moisture- % of Dry Weight
4
• � r RECEIVED .JNC 2 2017
d ; P�df1Vl q`County Building Department r / SSu
3 @ Iakes.com N
y{�' � ��' 0 RECEIVED JUN 0 8 2017
Nei 15Su�
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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A%L_jivi
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 May 26, 2017 KSM JOB # : 171663-1 d/MH/cc
PERMIT# 1705-0362
CONTRACTOR Wynne Development
JOB LOCATION 46 Silver Oaks Drive
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" 50 105.3 106.6 98.8
2. S.E. 50 107.6 100.9
3. Center 50 106.1 99.5
4. N.W. 50 104.1 97.7
5. S.W. 50 103.9 97.5
Soil Description:
Brown Sand
108.0 I I I I I
W
In Place Moisture: E I I I I I I
9.1 Percent
G
Optimum Moisture: H 107.0 — —
12.2 Percent I I I I
T I I I I I
Max. Dry Density: P I I I I I
106.E P.C.F. 106.0 {— _..�.._..�. _..�.._.. _..I_.._..
C I I I I I I
@ Test Locations The
Density & Penetrometer F
I I I I I
Readings Indicate the 105.0 =— — — —
Degree of Compaction Meets I I
Minimum Re��ired D I I I I I
for SttiW IF�ur d R f6a R I I I I I I
* P�h. N Natural Grade. Y 104.046
S:tf t U 1" 9 10 11 12 13 14 15
No. � Moisture-% of Dry Weight
y A
�T� RECEIVED JUN 1:3 NY/
F goft_,xCounty Building Department
a'S °
E Tiltba"akes.com
totalsj
Ronald G. Keller, RE.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366