HomeMy WebLinkAboutCompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Revised:
DATE TESTED:
f'UMMITili Ei�
Tl 40 1 t ENGINEERING
1117iVi AND TESTING
July 30, 2020
May 4, 2020
2002-0023
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering. net
KSM JOB #: 202068-1d/DJ/ct
NUC # 404
CONTRACTOR: Adams Homes
JOB LOCATION: 5313 Birch Drive
Ft. Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
Nuc Model:
Nuc Serial #:
MC-1 Elite
31404
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E. 0" - 12"
40+
108.1 110.9
97.5%
2. S.W.
it
107.6
97.0%
3. Center
It
106.8
96.3%
4. N.W.
110.7
99.8%
5. N.E.
108.9
98.2%
Soil Description:
112.0 1 I I I I
I
Tan Sand with
W
I I I I I
I
E
Crushed Shell
I
•
In Place Moisture:
G
111.0
I I I I
I
10.1%
H
I I I I I
I
T
Proctor Optimum Moisture:
110.0-
12.0%
F,
I I I I I
Proctor Max. Dry Density: P.C.F.
C
I I I I I
I
109.0..—
110.9
F
I I I I I
@ Test Locations the Density &
Penetrometer readings indicate the
108.0
Degree of Compaction Meets
D
I I I
R
I I
Minimum Requirement
Y107.0
for Unstaked Foundation
9 10 ll 12 13
14 15
Respectfully Submitted:
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
C NS •, the tested area in the condition that KSM
F••'• completed the indicated passed compaction test.
No. 68366 - — KSM is not responsible if the tested area has been
altered from the approved inspected condition.
STA OF
Q�
Pro's' ��NN-
PE # 68��6' �'''' 7/30/2020
Email to: rick.johnson@adamshomes.com
Proudly Serving Florida since 1990