HomeMy WebLinkAboutSoil Compaction ReportHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
t ENGINEERING
A% AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 23, 2020
Nick Macias
1840 Copenhaver Road
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 201891-1d/CH/jo
NUC # 417
Nuc Model: 3500
Nuc Serial # 3417
ITEM TESTED: Metal Building Pad
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.E. 0" -12"
2. S.E. "
3. Centerr "
4. N.W. "
5. S.W.
Soil Description:
Light.Brown sand with
Crushed Concrete
In Place Moisture:
10.8%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
115.4
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
�
.`�Q' . •`BEN
F
v
=A�.
N° .81
W
.
SIX
,
Z
.�#.
V.P. of Engineering
PE # 81439 4/24/2020
Email to: nickmacias7l@gmail.com
55+ 113.5 115.4
98.4%
It
114.0 "
98.8%
" 114.7
99.4%
" 113.9
98.7%
" 114.5
99.2%
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.
RECEIVED
SEP 21 2021
�1? Ndeie.County
Proudly Serving Florida since 2990