HomeMy WebLinkAboutCompaction test (2)11eadquarters
Tr C1
Ma
t ENGINEERING
1345U.S.Highway 1
PO Box78-113777
Sebastian, FL. 32958 Sebastian, FL. 3278
I % &J jri AND TESTING
Orlando
Phone:772589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineedng.net
DATE TESTED: February 27, 2020
KSM JOB #: 200963-1d/MH/jo
PERMIT #: 20010246
NUC # 630
CONTRACTOR: Wynne Development
Nuc Model: MC-10R-P
JOB LOCATION: 12 Jacaranda Lane
Nuc Serial #: 30630
Spanish Lakes 1
Port St Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN
DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ
DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W. 0" -12" 50
110.1 112.0 98.3%
2. N.W. 50
108.1 96.5%
3. Center 50
109.3 97.6%
4. S.E. 50
108.7 97.1%
S. N.E. 50
109.1 97.4%
Soil Description:
113.0
Brown Sand W
E
I I I I I
In Place Moisture: G1120
1
8.3% H
.._.I._..—..J.._..1.._...
r
T
I I I I I
Proctor Optimum Moisture:
I I I I
11.0% P
I I I
111.0—.._.I—
Proctor Max. Dry Density: P.C.F. C
I I ( 1 T
112.0
I I I I I
F
I I I I
@ Test Locations the Density &
1
Penetrometer readings indicate the
110.0 ..—.I.—..-1.—..�..—.. .._...
7- I I I
Degree of Compaction Meets D
I I
I
Minimum Required R
I I I I I
I I I I I
for Staked Foundation
109.0
Respectfully Submitted:
8 9 10 11 12 13 14
Moisture - % of Dry Weight
`���.�""""��•,��
��' \CEN •• �iC
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
o &-
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
iJCI!
altered from the approved inspected condition.
PE # 68366 2/28/2020
Email to: St Lucie Building Department
Proudly Serving Florida since 1990