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11345 U.S. H E N G I N EI N G PO Box 78-1'377
11345 .S. Highway 1 IL Sebastian, FL. 32958 JLVJL AND TEWING Sebastian, FL. 32978
Orlando 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: March 3, 2020 KSM JOB#: 201049-1d/MH/jo
PERMIT#: 19100599 NUC# 630
CONTRACTOR: Brett Webster Tractor Nuc Model: MC-10R-P
JOB LOCATION: 7369 Commercial Circle Nuc Serial#: 30630
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH
READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
2. Center 50 113.5 98 7%
3. S.W. 50 112.6
97.90
Soil Description:
Brown Sand with traces of 116.0
Clay and Shell Fragments E I
E
In Place Moisture:
6.1% G I
H 115.0 .1—..—.I.—.. —..J..—..1..—..
Proctor Optimum Moisture: T
11.0%
j I I I I I
Proctor Max. Dry Density: P.C.F. P
114.0
115.0 C j
@ Test Locations the Density& F I I I
I I I I I Penetrometer readings indicate the -
DegreeofCompactionMeets 113.0 �— — 1—••—.I.—..-1.—..J..—.. —..!
._Mi_nimum--Required_ D I I I I I I
for Unstaked Foundation Y I
I I I I I
Respectfully Submitted: 112.0 ;1— —•;—••—.;.—..—;--- T•.--.�
8 9 10 11 12 13 14
Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
W= the tested area in the condition that KSM
Of uJ� completed the indicated passed compaction test.
'�•' P �� KSM is not responsible if the tested area has been
. �LO���••C��` altered from the approved inspected condition.
8ry°af96.i Fla Wk��
V.P. of Engineering
PE#81439 3/4/2020
Email to: St Lucie Building Department; brett.webster@yahoo.com
Proudly Serving Florida since 1990