HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 8-25-17A%LJAVL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, 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 August 21, 2017 KSM JOB # : 172578-1 d/DP/ct
PERMIT # 1705-0639
CONTRACTOR Wynne Development
JOB LOCATION 8 Bolero
Spanish Lakes
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 32 105.8 110.5 95.7
2. S.W. if36 106.7 96.6
3. Center It38 107.0 96.8
4. N.E. 35 106.3 96.2
5. S.E. 37 106.4 96.3
Soil Description:
Dark Brown Sand
112.0 I I I I I
In Place Moisture: W
E I I I I I I
8.4 Percent
G 111.0 i _..i _ .i _..� _..
Optimum Moisture: H •
12.0 Percent I
T I I I I_ _ _ I_ _
Max. Dry Density: P 110.0 — — _'.I I I
110.5 P.C.F.
@ Test Locations The 109.0
Density & Penetrometer F I I I I I
Readings Indicate the I I I
Degree of Compaction Meets 108.0 _ . I _ I F. _ I .. _ I_
Minimum Required D i I I I
for St;1�,9cll�iiuHd�tjon. R I I I I I
* P�etl. k to Natural Grade. Y 107.0 I— _... .._..�
9 10 11 12 13 14 15
N
Moisture - % of Dry Weight
d r, P.E. ;
ide ATE OP
.S 6e County Building Department ` RECEIVED AUG "2 5 2017
Emii,�d'1 f 11jr;Yshlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366