HomeMy WebLinkAboutCompaction test Headquarters 1 Ar ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958ANw OVA AND TESTING
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: May 13, 2020. KSM JOB#: 202248-1d/CH/jo
PERMIT#: 1908-0262 NUC# 417
CONTRACTOR: Adams Homes Nuc Model: 3500
JOB LOCATION: 8529 Waterstone Blvd Nuc Serial#: 3417
Lot 40-2,Waterstone
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. N.E. 0"-12" 45 110.3 111.9 98.6%
2. S.E. . 44 109.4 97.8%
3. Center 40 109.0 97.4%
4. N.W. 44 109.9 98.2%
5. S.W. 45 110.1 98.4%
Soil Description: 113.0
Brown Sand with some W
Clay and Shell I I I I I I
I I I I I
In Place Moisture: G 112.o '— �—"—'�'—"_
8.0% H I I I I I I
T I .
Proctor Optimum Moisture: 111.0 t— — !— — I — —� — —••J-••—
11.0% F, I I I
Proctor Max. Dry Density:P.C.F. C I I I I I
111.9 110.0
F I I I I
@ Test Locations the Density& I I I
Penetrometer readings indicate the 109.0 ......
Degree of Compaction Meets D I
Minimum Requirement y I I I I I
for Staked Foundation 108.0
Respectfully Sub 8 9 10 11 12 13 14
fit,
Moisture-%of Dry Weight
e��� ��• ;� Disclaimer: Contractor is responsible to maintain
�' e0 '• ` the tested area in the condition that KSM
completed the indicated passed compaction test.
4 KSM is not responsible if the tested area has been
altered from the approved inspected condition.
P E`�
V.P.o NA1696%ring
PE#81439 5/15/2020
Email to: St Lucie Building Department; rick.johnson@adamshomes.com
Proudly Serving Florida since 1990