HomeMy WebLinkAboutcompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958�
� Orlando
723 Progress Way
Sanford, FL�32771
� D�ES�ED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
� ITEM TESTED:
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�11►'►�,3 l�/� AND T��TIN�''
— SOIL COMPACTION REPORT � �
ASTM D 1557 and ASTM D 6938
J� �, 7Q20
2002-002•5
Adams Homes
8120 Amalfi Circle —
Lot 28, Block 2, Waterstone
Fort Pierce, Florida
Compacted Foundation Fill
ai rng
� PO Box 78-1377
Sebastian, FL. 32978
� Phone: 772-589-0712
� � C.A.# 5693
�KSMengineering.net
KS
20280�1d/SH/jo
NUC #
528
�uc M
MC- P
Nuc Serial #:
MD049528
TEST LOCATION � PEN � DRY � MAX. DRY PERCENT �
— OF SAMPLE READ � DENSITY�PROCTOR VALUE (P.C.F) � COMPACTION �
1. N.W 0"-12"-41 111. 114.4
2. N.E. 43 112.9 "
3. Cent r "
4. S.� "
5. S.W. "
Soil Description:
Brown Sand with Shl �
ands a Clay
In Pla��oist
�°•• �
Proctor Optimum Moisture:
11.0% —
� Proc or � D �D�it��.C.F.
11�4 •
@ Test Locations the Density &�
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
� for Staked Foundation
ggs�ctfully Sub � ted: •
•• ```���►is�f�t
45 113.8 "
42 112.7 "�
42 111.9 "�
97.1��
�98.7%
� 99.5%
� 98.5%
• 97.8%
�,116.0 -• I I I I�
I
E �� I I I I�
� � I I I I
T � I ,I, I, I
.• I_..�.I�..—I.._���..1�...
c�I• I � I I �
113.0 �—..—.I—.. .1.—..-4._..� ..�...—...
F �� I � I• I �I•
D�112.0 j• � i �. �i.-.� r.�..�.._..rt...�...
R � I 1/ I /1. I
Y /� I�, � I �I� I �I�
11 � 12 1�
••I�
���� � ''�-;, � Moisture - % of Dry Weight
�. ., � ' f
•�� ..'; �E�• S. `•:`�" ��` Disclaimer: Contractor is responsible to maintain
w , � 'r
'• the tested area in the condition that KSM
•� �: t,��• �� completed the indicated passed compaction test.
:,®• per • � �= KSM is not responsible if the tested area has been
�'.• �3 O►���+�,••� •'' altered from the approved inspected condition.
� , . ,;
• QahJk�,`,�.E.
� V.P. of Engi�
PE # 81439 �6/25/2020�
Email to: St Lucie Buildin De artment; rick.johnson@adamshomes.com�
Proudly Serving Florida since 1990