HomeMy WebLinkAboutCompaction Test HeadquartersIV C! IL At ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 AND Sebastian, FL, 32978
Orlando am Vim r4mv JALV0 JAL TESTING 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 7,2020 KSM JOB#: 202147-1d/DJ/ct
PERMIT#: 2002-0474 NUC# 404
CONTRACTOR: Adams Homes Nuc Model: MC-1 Elite
JOB LOCATION: 8505 Waterstone Boulevard Nuc Serial#: 31404
Lot 34, Block 2, Waterstone
Ft. Pierce Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENS
ITY ITY PROCTOR VALUE P.C.F( ) COMPACTION
1. N.W. 0"- 12" 40+ 110.3 114.9 96.0%
2. N.E. " 11 111.5 97.0%
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3. Center 11 111.0 96.6/0
4. S.E. 1 114.0 99.2%
5. S.W. 11113.6 98.9%
Soil Description: W 116.0 I I I I I
Brown Sand I I E I I I
with Clay
In Place Moisture: G 115.0
9.3% H I I I I I
T
Proctor Optimum Moisture: 114.0 -j— — )— — — —�•—•• —••-)-••—
11.0% P I I I
I
Proctor Max. Dry Density:P.C.F. C
114.9 113.0
F
@ Test Locations the Density& I I I
Penetrometer readings indicate the
Degree of Compaction Meets
D 112.0 .._.i_.._.I._.._r._..�.._..t.._.
Minimum Requirement Y I I I I I I
for Staked Foundation 111.0 -�— — ;— — —� — •�••—••T••—••,
Respectfully Submitted: 8 9 10 11 12 13 14
```,���►e���rrrr i Moisture-%of Dry Weight
`��� �.: , , • .01 Contractor is responsible to maintain
•.•`�t�NS •: � the tested area in the condition that KSM
' v = completed the indicated passed compaction test.
= 84r,. �' KSM is not responsible if the tested area has been
01r. LUaltered from the approved inspected condition.
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PE#81439 5/8/2020
Email to: rick.johnson@adamshomes.com
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