HomeMy WebLinkAboutCompaction Test Headquarters 1W. ENGI EERING Mailing
11345 U.S. Highway 1 L (A c (� PO Box 78-1377
Sebastian, FL. 32958 13 %1'l�l AND-TESTING, Sebastian,-FL.58 -0712
Orlando Phone: 772-589-0712
723 Progress Way C'A.#5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: November 30, 2020 KSM JOB#: 206068-1d/CF/ct
PERMIT#: 1912-0472 NUC# 234
CONTRACTOR: Upstate Builders Nuc Model: MC-DR
JOB LOCATION: 123 Queen Fredericka Court Nuc Serial#: MD60308234
Ft.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
1. South 0"-12" 50+ 108.3 111:6 97.0%
2. West 108.8 97.5%
3. Center 109.5 98.1%
4. North 108.9 97.6%
5. East 108.7 97.4%
Soil Description: 113.0
W
Brown Sand E I I I I I
I _ I _ I _ I I I
G 112.0 4— _ _ _
—
In Place Moisture: H I I I I I
8.7% T !— — I —I,
Proctor Optimum Moisture: 111.0 — —•, —• —•• I ••—
12.0% P
I
Proctor Max. Dry Density:P.C.F. C _ —� —
F 110.0 —.._ I — 1 I
111.6
@ Test Locations the Density&
Penetrometer readings indicate the D 109.0 —I'—"_i t -
Degree of Compaction Meets R
Minimum Requirement Y
for Staked Foundation 108.0
Respectigljy Submitted: 9 10 11 12 13 . 14 15,
N E..PAy� �.,� Digitally Moisture-%of Dry Weight
��,•''�,�CENSF '••���� signed by Disclaimer: Contractor is responsible to maintain
Bryan E
No. 81439 — 1�11111dmhaaneE.DlKl,PE FL ry the tested area in the condition that ICSM
sealed b/Bryan E.OaNE<,9E FL Ilc 81a39
=on Me date sntM d'uealY[o Merigh[using Dahlke .
_ a�g,vd�aare. completed the indicated passed compaction*,test.
�Rlnxd eapks of Vi6dacumentt
°�de`'�°°""e�`°'"°`"` Date: KSM is not responsible if the tested area has been
anamaeroanle
p STATE OF �/� 2020.11.30 altered from the approved inspected condition.
ORIV
P.•' `
-05'00'
V.P.of Engineering
PE#81439 11/30/2020
Email to: mlallyupstate@bellsouth.net
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