HomeMy WebLinkAbout212908-1d Compaction - 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:
VC IL t ENGINEERING PO Box 78-11377
jVLAND TESTING Sebastian, FL. 32978
Phone: 772 589-0712
SOIL COMPACTION REPORT C.A.# 5693
ASTM D 1557 and ASTM D 6938 KSMengineering.net
May 10, 2021
April 16, 2021
2012-0492
J.A.F. Tractor Service
7964 Plantation Lakes Drive
Port St Lucie, Florida
KSM JOB #: 212908-1d/JM/bm
NUC # 215
Nuc Model: MC-IDR-P
Nuc Serial #: MD80404215
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
0" - 12"
12D
106.6
110.2
96.7%
2 S.E.
14D
110.0
99 8°%
3 Center
14D
109.8
99.6%
4 S.W.
13 D
108.7
98.6%
5 N.W.
13D
106.9
97.0%
Soil Description:
Brownish Gray Sand with Traces of
Clay & Shell Fragments
In Place Moisture:
10.2 %
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.2
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Digitally
signed by
Bryan E
Dahlke
Date:
2021.05.10
09:03:07
-04'00'
112.0
W I I I I I I
E
i 111.0 1—..—.—..—.I.—..—).—..—I..—.. �..—.._
G I I I I I
H I I I I
T 110.0
P I I I
C 109.0—..—.�—..—..—�.—..—�..— �..—.._
F I I I
108.0—..1—..—.4—..—i.—..—I..—..-4..—.._
D I I I I I I
I I I I I
Y107.0..—.;—..—.�—..—;.—..—;..—..�..—..�
9 10 11 12 13 14 15
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.
Bryan E. Dahlke, P.E. V.P. of Engineering
PE# 81439 5/10/2021
Email to: jaftractorservice@gmail.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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