HomeMy WebLinkAboutKSM Soil Compaction ReportL-17A A
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 1567 and ASTM D 2922
DATE TESTED August 21, 2017 KSM JOB # : 172579-1d/DP/ct
PERMIT # 1706-0380
CONTRACTOR Wynne Development
JOB LOCATION 15 Villa Blanca
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. S.W.
0" - 12" 46
107.4 111.8
96.1
2. S.E.
If51
106.9
95.6
3. Center
If50
107.0
95.7
4. N.W.
49
107.3
96.0
5. N.E.
45
106.4
95.2
Soil Description:
Dark Brown Sand
In Place Moisture:
9.4 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
111.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Stakkod IAo,4npation.
*-�tei1�F Edil�aen to Natural Grade.
113.0 I I I I
W
E I I I I I
I j I I I I
G 112.0 i —.. �..—..—.j—..—.. ..—..—i.—..—..
H I I I\—i
T111.0P
C110.0
F I I I I I
109.0 —.. .—..— I—..—.. ..—..—� —..—..
D I I I I I
R I I I I I
9 10 11 12 13 14
P _
F
S Ito% q� ie County Building Department
lrfx�yY�ei`s���rllshlakes.com
Moisture - % of Dry Weight
RECEIVED AUG 2 5 2017
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366