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11345 U.S. Highway 1 A%LQP ivi AND TESTING PO Box 78-1377
Sebastian, FL. 32958 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
REVISED: PERMIT ADDED January 20, 2022
DATE TESTED: January 14, 2022 KSM JOB#: 2200435-1d/RH/jo
PERMIT#: 021 1Q'050 NUC# HUMBOLDT
Nuc Model: H50016
CONTRACTOR: D & M Concrete RECEIVED Nuc Serial#: 1275
JOB LOCATION: 5205 Deer Run Drive JAN 2 5 2021
Fort Pierce, Florida
St.Lucie County
Permitting
ITEM TESTED: Detached Garage
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 S.E. 0" - 12" 10 D 100.3 104.6 95.9%
2 S.W. 10 D 102.4 97.9%
3 Center 10 D 101.7 97.2%
4 N.W. 10 D 102.6 98.1%
5 N.E. 10 D 100.9 96.5%
Soil Description:
Gray Sand W 106.0 -11 I I I I I I I
E 105.0 ` �.._�._..�..�.._.I._..�..�.._.
In Place Moisture:
11.5 % hGi 104.0 t-- 1 _.I._..L..J. —.I... J.._.
Proctor Optimum Moisture: T I I I I I
12% 103.0 �.. .._.�._..� . �.._.�._..�_ .. �.._.
Proctor Max. Dry Density:P.C.F. P
104.6 C 102.0
/— Iij
7._.1._ F.- .
F
@ Test Locations the Density& 101.0
Penetrometer readings indicate the D
Degree of Compaction Meets R 100.0 J.._.I._ L..J..__..
Minimum Requirement Y I I I I I I I
For an Unstaked Foundation gg 0 -4, .._.�._..�..-4.._.;.—.
Respectfully Submitted: 7 8 9 10 11 12 13 14 15
Moisture-%of Dry Weight
Disclaimer:Contractor is responsible to maintain the tested area in
`tip.• 1~. K64 �',,� the condition that KSM completed the indicated passed
%.' GENS compaction test. KSM is not responsible if the tested area has
low
--been altered from the approved inspected condition.
No. 6 •
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9366,�`{�q :l(� 1/24/2022
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rG �e,�dleport shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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