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Phone: 772 589 0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: October 19, 2021 KSM JOB#: 218592-1d/BS/jam
NUC# 528
PERMIT M 2103-0700 Nuc Model:
MC-IDR-P
CONTRACTOR: Maria De•1esus Attorresagasti Nuc Serial#: MD049528
RECEIVED
JOB LOCATION: 8402 Bayard Road
Fort Pierce, Florida OCT 21 2020
St.Lucie County
11 Permitting 77��
ITEM TESTED: Garage Pad p�l j?y n-1 VO
TEST LOCATION PEN DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 S.W. 0"-12" 40 107.4 109.2 98.4%
2 N.W. 11 if108.4 it99.3%
3 Center If107.0 If98.0%
4 N.E. " 106.9 " 97.9%
5 S.E. 108.6 99.5%
Soil Description: 111.0
Brown Sand W '
E 110.0
In Place Moisture:
10.3/o H 109.0
T
Proctor Optimum Moisture: e J.._.I_..1. I._..L..J..
12.0%
108.0 i-• •-
P I I I I I I I
Proctor Max. Dry Density:P.C.F. 107.0 --I - I- -I - •I- -I •- I- -
109.2 C:
@ Test Locations the Density& 106.0 I - - •-
Penetrometer readings indicate the I I I I I I 1
�I111111/�� - I
Degree of Compaction Meets �� /� 105.0 •- ' - -
Minimum Requirement ♦.�`X :0� KELP ����' p j••, I— 'T•'—I'— •r' 1"for Staked Foundation ♦♦ �J' b�GEN$F'�� R 104.0
.i-
Respectfully Submitted: Y 7 8 9 10 11 12 13 14 15
Digits-My : No.68366 : *=
* Moisture-%of Dry Weight
signe74giye
Julie K@r•.• STATE OF • �� Disclaimer: Contractor is responsible to maintain the tested area
Tb•ttem hnbem decuwca0ysegnedard
seated bylulie Killer,P.E Fl. e®3fi6on
•e l� p•e•' �♦♦ in the condition that KSM completed the indicated passe
d.,.,...twe. i � •.�ORID �
Rhtedmpes o/ehs d•cumemare nut Date: �i �' ••' �♦♦ compaction test. I<SM is not responsible if the tested area has
—deredsjg d-dee W.dtbe �f $1,O IE��� been altered from the approved inspected condition.
�.�m.tben eeaa.�da w 2021.10.2d/ 11111 ��
111111
13:1nn1::34
Julie E. Keller, Pr'P4 t�tident y
PE#68366 10/20/2021 e.
Email to: vezes@yahoo.com , L- , 'i 0
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