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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
August 27, 2021 KSM JOB #:
216860-1d/BS/jam
NUC #
528
PERMIT #:
2102-0352
Nuc Model:
MC-IDR-P
Nuc Serial #:
MD049528
CONTRACTOR:
Adams Homes
JOB LOCATION:
8205 Amalfi Circle
Lot 16, Block 2, Waterstone
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 S.E.
0" - 12" 45 108.1 111.3
97.1%
2 S.W.
1140 107.3 1196.4%
3 Center
1140 107.6 1196.7%
4 N.W.
1145 108.4 1197.4%
5 N.E.
1145 108.2 1197.2%
Soil Description: 113.0 I I I I I I I
Brown Sand with Traces of Rock W
E 112.0 J—.. �..—.i—.. � ..—i.—..� �..—.�—.._
In Place Moisture: I I I I I I I I I
11.1% H 111.0
Proctor Optimum Moisture: T
110.0 I— J..—.I_..1. _1._..L..J. _.I_.._
11.0% p I I I I I I
Proctor Max. Dry Density: P.C.F. 109.0 — • 1 — I — l -4• • — • —
111.3 C I I I I I I
@ Test Locations the Density & F 108.0 I—
Penetrometer readings indicate the I I I I I I
Degree of Compaction Meets 107.0
Minimum Requirement D 1 —1 I—' T'—I'—"r"-1'•—'1—' for Unstaked Foundation R I I I I I I I
106.0..�..—.i_..t.._�.—..r..�.._.�—..�
Respectfully Sul itted- Y 6 7 8 9 10 11 12 13 14
g y Moisture - % of Dry Weight
signed by
This item has been electronically signed and Julie Keller Disclaimer: Contractor is responsible to maintain the tested area
sealed bJ
the date y stated directly [o [he right usingulie Keller, P.E. FI. Lic. 68366 on a
digital s,gn,tnr,, Date:
in the condition that KSM completed the indicated passed
Printed copies of this document are not
cnnsideredsignedabdsbaled aedthe j(( compaction test. KSM is not responsible if the tested area has
signature must be verified on any electronic 2 021 .0 V . 0 cn,ies been altered from the approved inspected condition.
14:56:02
-04'00'
Julie E. Keller, P.E. President
PE # 68366 8/30/2021
Email to: rick.johnson@adamshomes.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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