HomeMy WebLinkAboutResized_Resized_20220301_143258_171577177790953003Headquarters
y r 1 t ENGINEERING
Mailing
11345 U.S. Highway l
i1 LK71tli AND TESTING
pD Boa]8-13])
Sebastian, FL. 32958
Sebastian, FL 32978
Orlando
Po]]2-589-0712
723 Progress Way
SOIL COMPACTION REPORT
CA S 5693
Sanford, Fit 32)]1
ASTMO1557and ASTM Dfi938
NSMenglneerli
"PEE TESTED:
February 28, 2022
KSM JOB E: 2201040-26/1
NUCN 456
PERIAl
23090664
Nuc Model: MC-1 Elite
Nuc Serial P: 31456
CONTRACTOR:
Ruben Smith
M LIX T10N:
801 North 35th Street
Fort Pierce. Florida
ITEMl
smart Maroon
TEEST 51i'L LOCATION
PEN DRY MAR.DRY PERCENT
DESAMPLE
DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 NE
0"-11" can 1.,..
30).6 98.3%
2 Center
40 D 106.1
98. %
3 5 W.
40 D 106.4
98.9%
Soil Description:
Gray Sand
109'6
W
E 108.0
r1—I—
.. _.._.
I I I I
In Hare Mature:
I
]]%
H10L0 .. J.._l._..L..
.. _.l_ L.. J.. _.
Proctor Opdmam Moisture:
T I
1—..1..-1._..
I I I I
.y.._.
10%
106.0
..i.._.�—..t
pro Max Dry Density: P.C.F.
P I
I I I 1
@ Test locations the Density &
1040 r.._..
I I
Penetrometer reactions indicate the
D
Degree aCompaRion Meets 1plstElNE�/O/a/
R1o3o_1._..L..J.._A_..L..
J.. _.
-
Minimum Requirement P`pY%._�. GK6
"" //
y 1
1 1 I
For a Staked Foundation
102.0
4- -al
Respectfully5ubmiltee Ni
Nw 600E6 '.
s 6
12 13
*�
Moisture -%a Cry Weight
SIJ9P{1'by JuliJrlyy-
_ Ke11t 0` STATE /IP`�
Disdiumen Contractor
-.
is responsible to maintain the tested area In
.�
"..+u. .6 ''. RL00.10S,i N::
the condition that
KSM completed the indicated passed
D�2z.�NpL
compaction tesS, KSM
is not responsible if the tested area has
S lNYry1111 if%%
been altered from the
approved inspected condition.
10:55:34
100,
Julie E. Keller, P.E. PrO ident
PER 68366 3/1/2022
Email to: rubensmnh1961@gmall.com
.e"ars"Shall .n be neM4eared t Nmtun,ramo.tu,e.rcee aeP� n.l
of KSM E,.�.aw am .%de
a.uK.new E,n ..one con. ..-Sal
l
wdle
and 51 coe.em"a
s.mne Ati Yn I MaW
c Rite Sai
o."ed indicted - War