HomeMy WebLinkAboutCompaction Test Headquarters r� P .•• ,
11345 U.S. Highway 1 • ff ll INIERI 78-1377••
Sebastian, FL. 32958 ®� �� TIN Sebastian, FL. 32978
Orlando ® TEST IT 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: April 20, 2020 KSM JOB#: 201817-1d/SH/jo
PERMIT M 2002-0314 NUC# 528
CONTRACTOR: Wynne Development Nuc Model: MC-10R-P
JOB LOCATION: 3 Reforma Lane Nuc Serial#: MD049528
Spanish Lakes 1
Port St Lucie, 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" 39 107.6 111.7 96.3%
2. S.E. 39 107.9 96.6%
3. Center 40 108.3 97.0%
4. S.W. 40 108.6 97.2%
5. N.W. 38 107.3 96.1%
Soil Description: 113.0
Brown Sand W
E I I I I I I
0 �..— ...... —..—I —.. .—.. I ..—...
In Place Moisture: G 112. �I I I I
10.6% H I I I I I
T
Proctor Optimum Moisture: 111.0 -
11.0% F
I
Proctor Max. Dry Density:P.C.F. C I I I I I
111.7 110.0 �— — I— —.I._..—�.—..�.. .4......
F I I I I I
@ Test Locations the Density& I I I I I
Penetrometer readings indicate the
D 109.0 i —.I—..—.I.—..—r.—..1..—.. —...
Degree of Compaction Meets R I I I I I
Minimum Requirement Y I I I I I
for Staked Foundation 108.0 — ►— — —� — — T — +
Respectfully Submitted: 8 9 10 11 12 13 14
Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
Ke
v,\ completed the indicated passed compaction test.
,�" �:;°ti,�CElJs ••:t�,��,e KSM is not responsible if the tested area has been
b
.- '.'• No 6$3�6 altered from the approved inspected condition.
4�
4/21/2020
Emaiff&, �Aye+5l ilding Department
Proudly Serving Florida since 1990