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&J jVL AND TESTING
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Orlando
Phone: 772-589-0712
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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
September 10, 2021 KSM JOB #: 216917-2d/BS/jam
NUC # 528
PERMIT #:
2104-0606 Nuc
Model: MC-IDR-P
Nuc
Serial #: MD049528
CONTRACTOR:
R & E Loader Service
JOB LOCATION:
5116 Silver Oak Drive
Indian River Estates
Fort Pierce, Florida
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 N.W.
24" - 36" 45 107.3 109.6
97.9%
2 N.E.
1140 106.9 1197.5%
3 Center
1145 107.0 1197.6%
4 S.E.
1145 107.7 1198.3%
5 S.W.
1140 106.5 1197.2%
Soil Description:
Brown/Gray Sand
In Place Moisture:
10.5 %
Proctor Optimum Moisture:
10.0 %
Proctor Max. Dry Density: P.C.F.
109.6
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
Digitally
signed by
This item has been electronically signed and Julie Keller
sealed by tulle Keller, P.E. FI. L1c. 68366 on
the date stated d
irectly to the right using a
digital signature. noDate:
Printed copies of this document are t
o.sere idd signed and seaan led d the
=ignaturemostbeverdiedonanyeleatronic 2021.09.13
copies.
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5 6 7 8 9 10 11 12 13
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain the tested area in the
1 2:40:24 condition that KSM completed the indicated passed compaction test. KSM is
not responsible if the tested area has been altered from the approved
-04'00' inspected condition.
Julie E. Keller, P.E. President
PE# 68366 9/13/2021
Email to: mcarthuresther@bellsouth.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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