HomeMy WebLinkAboutCompaction40Headquarters 9 9
11345 U.S. Highway 1
IbSebastian, FL. 329580
,Orlando 10 ft
723 Progress Way
4OSanford, F1*32771*
ft
August 18, 2020
CONTRACTOR:
J B L CATIO :
PERMIT #:
Y►t ENCINEEBIN
FXeW116-n2AVL AND TESTING
0 0 0
Crist Construction -
4365 Gator Trace Lane
Fort Pierce, Florida
4535 S. Indian River Driv
Fort PlercAlorida
164M �
2003-0642
— MailingeR ,
,PO Box 78-1377
stian, FL. 329780
%P hone: 772-589-0712,
C.A.# 5693
Nsw
neering.�et*
M 0 0
KSM JOB #: 203611-1d/DJ/'o
— M
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the stem wall backfill at the above referenced
project.
Should you have any question, please feel free to contact our office.
Re t¢uli*1 AI lot..
°ilO
/ON A\—
I E. tSat-IV4, P.E.
V.P.'6f Engineering+,
PE#81439
Email to: jimcrst@yahoo.com
08/18/20
Proudly Serving Florida since 1990
40 HeadclFarters 0 10
11345 U.S. Highway 1
*Sebastian, FL. 32958411
4p Orlando ft
723 Progress Way
0 Sanfo�, F�. 3277140
,DATE REVISED:
DATE TESTED:
VR14T j
*CONTRACTOR:
%OB LOCATION:
av �i16AN�alloITESTiNcI
SOIL COMPACTION REPORT
� _ ASTM D 1557 and ASTM D 6938
August 18, 2020
August 4, 2020
2003-0&42 -•
Crist Constrltidfi
4535 S. Indian River Drive
Fort Pierce Florida
- Mailing
,
S1asPO Box 78-1377
tian, FL. 329789
hone: 772-589-0712,
C.A.# 5693
�SMe gineering.neto
KSM JOB # : 20 -1d/
WC 60 0215
otc Model: 18MC-1DRjj
Nuc Serial #: MD80404215
ITE T TED: �WIII Stem a ac c ill*
TEST LOCATION 0 0 PEN* ,DRY$ MAX. DRY • PERCENT 0
OOF SAMPLE DEPTH *READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION 0
1. S. E.
2. S.W.
3. Center
04. N.W.0
05. N. E.
OS I Dg'S'cription:
*A Sand with traces of
Clay and Shell _
In Place Moisture:
10.3%0 -
rIP octor Op imum Moi sure:
011.0%
0"-12"
W,
,Proctor Max. Dry Densit : P.C.F.
ah 112.2
@ Test Locations the Density &
Penetromete#eading indicate to
*Degree of Compaction Meets
4OMinimum Requirement
Disc aimer: Contractor responsible to rna
the tested area in the condition that KSM40
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
$Bryan E. Dahlke, P.E. altered from thea roved inspected condition
,V.P. of Engineering 0
PE # 814390 40 8 18 2020
Proudly Serving Florida since 1
112.0
112.2
99.8%
V40+
"e
108.8
111111"411
97.0%
109.1
97.2%
11�
107.4
95.7%
"
109.9
98.0%
Disc aimer: Contractor responsible to rna
the tested area in the condition that KSM40
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
$Bryan E. Dahlke, P.E. altered from thea roved inspected condition
,V.P. of Engineering 0
PE # 814390 40 8 18 2020
Proudly Serving Florida since 1
•eac1quarters
11345 U.S. Highway 1
O Sebastian, FL. 3295840
• Orlando •
723 Progress Way
• Sanford, FL. 327710
DATE REVISED:
ED -
6
PERMIT #:
CONTRACTOR:
JOB LOCATION:
113.0
W
iE
•G 112.0 — — _.._.._.._.._.._.._.. _.._ _.._.._.._.
111.0 L_.._..1.._..�J._.. P. 1.._.._J._.._..L_. _..1.._.._.
•P 100 01 0401 I•010m1 140•
•C • • •� • • • •.�• • •
110.0 -4.._.._1._ 4.._..-1._.._..l-.._..
•F I I I •I• I• I •I •I•
I• I �� •I• I• I •I •I•
109.0—.._...�..__._.._..�.._..�.._.._�._.._..�.._..,. _.
•D
R I• I 010 10 1 •1 010
Y I• • I 01 • ftIo • i� • 1 • 01 010
0108.0401 0=7 0
.�.:I�.
I• I I ,I, I� I ,I ,I,
60 7 8 1� 1� �2 13 14
• •
r�••�
Moisture - % of Dry Weight
•
Mil Ariptiot.
L% IL I ENME
-LAND TESTING
SOIL COMPACTION REPORT
ASTM D 1557
Au�.ist 18, 2020
u 4 2020
2003-0642
�0 •
Crist Construction
•
45111. lnian
Fort Pierce, Florida
ai rng
-PO Box 78-1377
Sebastian, FL. 329780
hone: 772-589-07120
- C.A.# 5693
•KSMengineering.net
< : 203611-1d/DJ/jo •
Tan Sand with traces of
Clay and Shell
Proctor Optimum Moisture:
11.0%
Proctor Max. Dory Density: P.C.F.
112.2
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 8 18 2020
Prou y erving F ori a since 1990