HomeMy WebLinkAboutCompaction Test OC 'L t ENGINEERPO Box 78-131
Headquarters � Sebastian, FL. 3297978
11345 U.S. Highway 1 LVJL
AND TEST11*
Sebastian, FL.32958 jM Phone: ,772-589-0712
Orlando C.A.#5693
SOIL COMPACTION REPORT KSMengineering.net
723 progress Way ASTM D 1557 and ASTM D 6938
, FL. 32771
Sanfor
KSM JOB#: 201559-1d/MH/jo
DATE TESTED: Apri12,2020 1g69 - bO rl 9
NUC# 630
PERMIT#:
Nuc Model: MC-10R-P
CONTRACTOR: St Lucie Site Development RECEIVED
Nuc Serial#: 30630
)OB jLOCATION: 9202 Lakeland Blvd APR _ 3 7n7n
Fort Pierce,Florida
Permitting Departm,
St. Lucie count,
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. N.W. 0"-12" 50 106.0 109.0 97.2%
2. N.E. 50 104.9 96.2%
3. Center 50 105.5 if96.8%
4• 'c�•W, 50 107.3 98.4%
5.-S.E. 50 106.9 98A%
Soil Description: 110.0
Brown Sand W
E
I t I I I l I
In Place Moisture: G109.0 I —•1_.._.I._ _..J.._..1.._. !
5.9% H
j T
Proctor Optimum Moisture: I I I
1210% P
108.0
Proctor Max.Dry Density:P.C.F. C
109.0 I I I I
F ( I I I I I
@;Test Locations the Density& j_,•_.I._.._I._..J.._..1.._..1
Penetrometer readings indicate the 107.0 •�- — ,
D I I I I I I
Degree of Compaction Meets R I I I I I
Minimum Required y
for Unstaked Foundation 106.0 �- — i— — —:•—
Respectfully Submitted: 9 10 11 12 13 14 15
!````,���rr�i��l'l�� Moisture-%of Dry Weight
Q ,-•`' Ng�• ••� Disclaimer: Contractor is responsible to maintain
,• 9 the tested area in the condition that KSM
00. : w= completed the indicated passed compaction test.
OF • ttJ KSM is not responsible if the tested area r has been
• , P •' _� altered from the approved inspected condition.
�•h �6Q�III!� ��`�
V. f Endi9A ing
PE#81439 4/3/2020
Email to: sisdevinc@aol.com
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