HomeMy WebLinkAboutCompaction Test (2) Headquarters C IL t ENGINEERING PO Box 78-11379 lin
11345 U.S. Highway 1
Orlando Sebastian, FL.32958 j1 1 %Z AND TESTING Sebastian, FL. 32978
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: January 4,2021 KSM JOB#: 210062-1d/MH/ct
PERMIT#: 2012-0364 ;; NUC# 630
CONTRACTOR: St. Pierre Construction Nuc Model: MC-IDR-P
JOB LOCATION: 15358 Navion Drive Nuc Serial M 30630
Port St Lucie, Florida
ITEM TESTED: Proof Roll
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. 0"-1211 50 112.6 114.5 98.3%
2. N.W. 113.5 99.1%
3. Center 112.7 98.4%
4. S.E. 113.1 98.8%
5. N.E. 112.2 98.0% .
Soil Description: 116.0 -
W I I I I I
Brown Clayed Sand E I I I I I
with Shell Fragments I
In Place Moisture: G 115.0 +- — �— —•I I I
6.1% H I I 1 I
T
Proctor Optimum Moisture: 114.0
12.0% P I I I I
I I I I I
Proctor Max. Dry Density:P.C.F. C
114.5 F 1 I I I I
@ Test Locations the Density& I I I I
Penetrometer readings indicate the p 112.0
Degree of Compaction Meets R I I I I I
Minimum Requirement Y I I I I I
for Unstaked Foundation 111.0
RWei 1*111 f&j0jnitted: 9 10 11 12 13 14 15
NE D ��i
''• qy� Moisture-%of Dry Weight
`��Q.,• '�,�CEN�F' • �� Digitally
% Disclaimer: Contractor is responsible to maintain _
No. 81439 = signed by
* _ —Wb hdsbeeneleRr°nbllydgneddnd the tested area in the condition that KSM
sedle'd'te nEDdhQe•VERle81d39 Bryan E Dahlke
a'"1Gd"°�"` �"`oher1� completed the indicated passed compaction test.
�
: - - a dlgl,dl slyu4ue.Pdmed°^pa9t V.4dammenu,eM Date:
/� —mideredaP da4—leddndthe KSM is not responsible if the tested area has been
i Q STATE OF �/` s®uuemutbevefled°neMelMr°nld 2021.01.05 p p
'��. ' .!�COR1Dp• ' ���� �"� altered from the approved inspected condition.
•......... `� 15:22:05
�1ONAL -05'00'
Bryan 015W�e, P.E.
V.P.of Engineering
PE#81439 1/5/2021
Email to: wstpierreconstruction@gmail.com
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