HomeMy WebLinkAboutKSM REPORT - 10-28-18v
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 30ad5ho- 3 S -0712
PALM BEACH (561) 845-7445 www.ksmengineering.net L�ME BOtj ) 8-8488
FAX 5561) 845-8876 E-Mail: KSM@KSMENGINEERING.N E (72) 9-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 24, 2018 KSM JOB # : 183713-1 d/SS/cv
PERMIT # 1809-0588
CONTRACTOR Wynne Development REc ®R
RFD
JOB LOCATION 3 Florida Way
Spanish Lakes 1 enri . n18�
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
I 1. 'S. E. 0" - 12" 45 108.6 111.7 97.2
2. S.W. 47 109.9 98.4
3. .Center 44 107.5 96.2
4. N.W. 49 110.1 98.6
5. N.E. 1147 109.2 97.8
Soil Description:
Brown and Gray
San, d with Clay
In Place Moisture:
8.2 1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111I.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Min imt��lIM9pired
to Natural Grade
i'
r�
113.0 I I I I I
W
E I 1 I I I
I 112.0 i..—.j—..—�.—..�..—..�..—..j—..—.
G
H
T
111.0—..—.i—..— —.. i..——..—..j—..—.
P
I I { I I I
110.0 I —.. I .—.
i— i. i.
F
109.0
D I I ! I I I
R I I I I I I
Y 108.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
pcie County Building Department
nebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366