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ENGINEERING
Malting
po 13ox 78-1377
11,34,5 U.S. Highway I
Sebastian, FL. 32M
Sebastian. FL. 32978
AND TES TI N G Phone. 772-589-0712
Orlando
723 Progress Way
Soft COMPACTION REPORT
KSMengineering-net
c,k# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSM ioB#:
213861-Id/JM/ah
DATE TESTED:
May 24,2021
NUC #
215
PERMIT 8:
Nuc Model:
MC-1DR-P
Nuc Serial #-
MDS0404215
CONTRACTOR:
James Trefelner
JOB LOCATION.
1200 Oak Avenue
Fort Pierce, Florida
rrEM TESTED:
Compacted Foundation Fill - Metal Building Pad
TEST LOCATION
PEN DRYMAX. DRY
PERCENT
OF SAMPLE
DEPTH READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
I S.W.
0" - 12's 14D 103.7 107.2
96.7%
2 N.W.
14D 103.2
96.3%
3 Center
4 N.E.
5 S.E.
Soil Description:
Fine Grayish Brown Sand with
Traces of Shell Fragments
In Place Moisture:
4.7%
Proctor Optimum Moisture'
10.0%
Proctor max. Dry Density: P.C.F.
107.2
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for staked Foundatloa
&VUA111jer A
15D 104.8 97.8%
14D 104.0 97.0%
ISD 105.5 98.4
04
%
E
Digitally 1,
;+.+
signed by
4b..'
Bryan E
Z No. 81439
Dahlke
Date:
2021.05.25
,0 STATF- Or-
1149:25
-04'00'
V.P. of Engineering
PE # 81439 5/25/2021
Email to:
109.0
W
E 108.0
G
H 1107.0
T
106.0
P
105.0
G
F
ID4.0
103.o
D
IOU
Y 5 6 7 8 9 10 11 12 13
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.
Test report shall not be reproduced, except Infiffl. without the written approval of KSM Engineering &-resting
GeotechnIcal Engineering - Construction Materials Testing - Special Inspections- Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WRE
Email to:
109.0
W
E 108.0
G
H 1107.0
T
106.0
P
105.0
G
F
ID4.0
103.o
D
IOU
Y 5 6 7 8 9 10 11 12 13
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.
Test report shall not be reproduced, except Infiffl. without the written approval of KSM Engineering &-resting
GeotechnIcal Engineering - Construction Materials Testing - Special Inspections- Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WRE