HomeMy WebLinkAbout213633-2d Compaction Revised - signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
REVISED: PERMIT ADDED
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
VP 40 1 t ENGINEERING
it f7iVi AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
May 27, 2021
May 24, 2021
21010333
R & E Loader Service
5313 S 25th Street
Ft Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 213633-2d/CF/bm
NUC # 234
Nuc Model: MC -DR
Nuc Serial #: MD60308234
ITEM TESTED:
Compacted Foundation Fill - Final Lift
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 S.E.
0" - 12"
50+
111.8
114.4
97.7%
2 S.W.
1
111.5
1197.5%
3 Center
1
112.3
1198.2%
4 N.W.
1
110.9
1196.9%
5 N.E.
1
112.8
1198.6%
Soil Description:
Brown/Tan Sand with Some Clay
In Place Moisture:
7.4%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
114.4
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation This item has been electrnnica l ly signed and
ea led by Bryan E. Dahlke, PE FL. Lic81439
Respectfully Submitted: -the date stated directly th the right using
a digital signature.
Printed copies of this documents are not
nsidered signed and sealed and the
signature must be verified - any electronic
copies.
Digitally signed by
Bryan E Dahlke
Date: 2021.05.27
15:38:35-04'00'
Bryan E. Dahlke, P.E. V.P. of Engineering
PE# 81439 5/27/2021
Email to: mcarthuresther@bellsouth.net
116.0
W I I I I I I I
E115.0 L.. —.. .._r._..�..�.._.._.._
I
H114.0 �..
T I I I I I
113.0 j— J.._.I_..1.. I._..L..J.. I_.._
P I I I I I I I
112.0 '••—I••—
C i
F 111.0 �••—
I
110.0 —
D I
' I
R 109.0
Y 6 7
I—.. _I._..lk-..-4.._.T—.._
I I I I I I
I I I I I I
I_..T.._I._..F..-1.._.1_.._
I I I I I I
8 9 10 11 12 13 14
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 in full, without the written approval of KSM Engineering & Testing
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