HomeMy WebLinkAboutKSM REPORT0
Headquarters
113451J.S: Highway 1
IU� CM
� ENGINEER? ,.'3
Mailing
PO Box 78 -137
A%�Ilia AND TESTING
Oeandon,FL.32958
Phoe:77258�912
723 Progress Way
SOIL COMPACTION REPORT
C.A# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 2922
KSMengineering.net
DATE TESTED:
November 4, 2019
KSM JOB M 194407-1d/CH/jo
PERMITM
1906-0331
RECEIVED
CONTRACTOR:
Gentile Corp
JOB LOCATION:
2604 Sterling Court
NOV 06 "0;9
SCANNED
Fort Pierce, Florida
ST. Lucie County, Permitting
i3 Y
St. Lucie County
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
DEPTH PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. N.E.
0" -12" 43
106.7 110.3
96.7%
2. Center
42
106.6
96.6%
3. S.W.
45
107.2
97.2%
Soil Description:
Brown Sand
In Place Moisture:
9.5%
Optimum Moisture:
11.6%
Max. Dry Density: P.C.F.
110.3
@.Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
rcn aiv" 11/i/2019
Email to: gentilellc@comcast.net, St. Lucie Building Department
Proudly Serving Florida since 1990
111.0
W
E
G
H 110.0 .._�._..1.._ _..L
T I I I I I
P I I I I
109.0 4— ._.. .._.�_..�.._..
C
F
108.0 _:. _.._.:_.. �.._..�.._:.—.._
D
R I I I I I I I
y I I I I I I I
107.0-.._I._..4-.._.I_..4.._..I_.._)._..�
8 9 10 11 12 13 14 1s
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.