HomeMy WebLinkAboutcompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
T&P CA 1 t ENGINEERING
JL%14AV& AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
February 24, 2020
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 200875-1d/SJ/jo
20010512 NUC# 234
Wynne Development Nuc Model: MC -DR
186 Calle De Lagos Nuc Serial #: MD60308234
Country Club Village
Fort Pierce, 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. N.E.
0" - 12" 38
107.3
110.9
96.8%
2. S.E.
39
107.6
97.0%
3. Center
39
108.0
97.4%
4. S.W.
38
107.1
96.6%
5. N.W.
37
106.8
96.3%
Soil Description:
Brown Sand
In Place Moisture:
9.0%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.9
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
Respectfully Submitted:
•�iE E, KF •.
,y 0 sssss
112.0 I I I I I I
W I
E I I I I I I
G 111.0 a .._�._-- - .._.�_.. �.._..�_.._�.._...
H I I
T 110.0jI
IIIII.._jIIIII
....__....
PC109.0 ._.4..
F
I I
D108.0.._I._..t.._.r_..-t.._..I_.._I.._...
R
v I I I I I I
107.0 �.._;._..T.._.;_..�.._..; .._ ._..
9 10 11 12 13 14 15 16
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
PE# 68366 2/25/2020
Email to: St Lucie Building Department
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