HomeMy WebLinkAboutKSM REPORTR
pC 19��, of
KE'LLER, SCHLEICHER & MaaWILLIAM ENGINEERING AND TESTING,"INC.
MARTIN'V72) 337-7755, p0. BOX-78-1377,
FAX (661) 845-8876 w
-1377 SESAsn4N (772) 589-07'12
PALM BEACH 845-7445 SEBASTIAN; FL 32978
ww.ksmengineering.net , MELBOURNE (321) 768-8488
8876 E-Mail• KSM®KSMENGINEERING.NEr ST LUCIE (772) 229-9093
C:A.:5693 -'"' " FAX(772)'589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED June 6, 2019 KSM JOB # : 192221.2d/SS/cv
PERMIT #
ocoviso
2 e.1419
CONTRACTOR
St. Lucie Site Development
J ULeot
S(' ED
pe �u o v� } ,
JOB LOCATION
5302 Hickory Drive
BY
sc
Indian River Estates
St. Lucie Countv
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill -.2nd Lift & 3rd Lift
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1-. S.W.
24" - 12" 40
105.2
109.4
96.2
2. N.E.
45
107.8
98.5
3. N.W.
12" - 0 42
106.5
97.3
4. Center
41
105.9
96.8
5. S.E.
44
107.3
98.1
Soil Description:
Brown and Gray Sand
In Place Moisture:.
8.9 Percent
Optimum Moisture:
'12.0 Percent
Max. Dry Density:
109.4 P.C;F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
DearectloflTnalDaction Meets
W 110.0
E I
F.�-
108:0
C I I I
t �
F 107;0.L..—•1—••-1—
I I I
D I I I
R 106.0 i-••— i— — i—
y 9 10 11
I I I
I I I
I I
Moisture - % of Dry Weight
com; maximilianclemons@gmail.com
/►1111111a•"
Ronald G: Keller, P,E: 3729-3 / SI Lid: No.: 860 / Julie E. Keller, PE : 68366
*r rIL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC..
MARTIN"("2) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL_32978-1377 sEBASTIAN (772(58s-0712
PALM BEACH 88Z6 845 7445 �,ksmdngiriaering.net MELBOURNE (321) 768-8488.
FAX (561) 845 BS78 E4ail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093,
C.A.: 669.3 - FAX'(772) 589-6469
SOIL COMPACTION REPORT
AST D 1557 and ASTM D 2922
DATE TESTED June 6, 2019 KSM JOB # : 192221 -1 d/SS/cv
PERMIT #
CONTRACTOR St. Lucie Site Development
JOB LOCATION 5302 Hickory Drive
Indian River Estates
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - ist Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. West Center 36" - 24" 41 106.2 109.4 97,1
Soil Description:
Brown and Gray Sand
In Place Moisture:
10.2 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimurto Raauired for
w lin
E I
G
H 109,0
T
108.0
C V
I I I
F 107.0 L.._.:_ — . .
r i i i i i
D I I I I I I
Y 9 10 11 12 13 14 15
Moisture - % of Dry Weight
com; maximilianclemons@gmail.com
Ronald G. Keller, RF-:.37293 / SI Ltc. No.: 860 / Julie E Keller, RE: 68366