HomeMy WebLinkAboutCompaction Test Headquarters " CP Sk At ENGINEERS PO Box 7 Mailing
11345 U.S. Highway 1 8-1377
Orlando Sebastian, FL..32958 I % LV& AND TESTING Phone:Sebastian,
L. 32978
-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6939 KSMengineering.net
DATE TESTED: April 24,2020 KSM JOB A: 201913-ld/MH/jo
PERMIT#: 20020475 NUC# 630
CONTRACTOR: Adams Homes Nuc Model: MC-10R-P
JOB LOCATION: 5451 Lugo Street Nuc Serial#: 30630
Lot 411
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. 0" -12" 50 106.5 111.2 95.8%
2. N.W. 50 . 107.3 96.5%
3. Center 50 107.0 96.2%
4. S.E. 50 108.4 97.5%
5. N.E.. 50 107.2 96.4%
Soil Description: W 113.0
Brown Sand, E I ! I I I
• I _ I._ _I _ I I _
In Place Moisture: 112.0 4-
_ G
6.2% H
T I
Proctor Optimum Moisture: 111.0
11.0% P
Proctor Max. Dry Density:P.C.F. C I I I I
111.2 110.0 �— — ! — I — —�•— •.—I.. 4..—...
F i ! i i
@ Test Locations.the Density& I I I I I
Penetrometer readings indicate the 109.0 ..... '
Degree of Compaction Meets D
Minimum Requirement R I I I I I
Y I I I I I
for Staked Foundation 108.0 ••—....••—• ,
Respectfully Submitted: 8 9 10 11 12 . 13 14
Moisture-%of Dry Weight
KC4 ,oe' Disclaimer: Contractor is responsible to maintain
%% �i• ,.°•°•°•••., � , ', the tested area in the condition that KSM
�;'.•��GEiVs�'°'° `� completed the indicated passed compaction test.
lb
KSM is not responsible if the tested area has been
d altered from the approved inspected condition.
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PresifO1JAL
PE#6836�''�,•��•�'''� 4/27/2020
Email to: St Lucie Building Department; joseph.cluroe3381@gmail.com; rjohnson@adamshomes.com
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