HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT Headquarters � E �� f I� � Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958ALNo a . b D 11 N G 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: January 5, 2022 KSM JOB#: 2200164-1d/JM/jam
PERMIT#: B2021-041137-0000 NUC# 4590
Nuc Model: Troxler 4590
Nuc Serial#: 79187
CONTRACTOR: Gulf Stream Building Corporation Moisture Probe Model#: 6760
JOB LOCATION: 16365 122nd Drive North Moisture Probe Serial#: 079097
Jupiter, Florida
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ITEM TESTED: House Pad
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.CIF) COMPACTION
1 S.E. 0" - 12" 16D 117.8 -.119.5 98.6%
2 S.W. 17D 119.0 99.6%
3 Center 16D 116.7 97.7%
4 N.W. 15D 115.5 96.7%
5 N.E. 16D 116.3 97.3%
Soil.Description: 121.0 , I I I I I I 1
Clayed Brown Sand with Some Shell Fragments W
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E 120.0
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In Place Moisture: I I I I l I I I
._..
H I I I I I
Proctor Optimum Moisture: T
12.0% 118.0 j— •J.._.I_..1.. I.i—..L..J.. I—.._
Proctor Max. Dry.Density: P.C.F.
119.5 117.0 j—
@ Test Locations the Density& 116.0 =—
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Penetrometer readings indicate the F I r"�
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Degree of Compaction Meets 115.0 ,—
Minimum Requirement p I —1" I—"T"-1'i''F"—I '— I—"�
for Staked Foundation R I I I I I I I
114.0 ..y..—.i—..t..—f._ ..r..�..—.�—..�
Respectfully Submitted: Y 7 8 9, 10 111 12 13 14 15
Moisture-%of Dry Weight
Disclaimer: Contractor is;responsible tk maintain the tested area
in the condition that KSM completed the indicated passed
compaction test. KSM is;not responsible if the tested area has
been altered from the approved inspe ted condition.
Julie E. Keller, P.E. President
PE# 68366 1/6/2022 I
Email.: SHolmes@GulfStreamBuildingCorp.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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