HomeMy WebLinkAboutCompaction Test Headquarters IVIII Af ENGINEERING
� E I Mailing
11345 U.S. Highway 1 Ir PO Box 78-1377
Sebastian, FL. TESTING J
Sebastian, FL. 32978
AYL AND
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: May 11, 2020 KSM JOB#: 202184-1d/CH/ct
PERMIT#: 2003-0743 NUC# 417
CONTRACTOR: Seville Tractor Service Nuc Model: 3500
JOB LOCATION: 17520 Hammock Lane Nuc Serial#: 3417
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.W. 0" - 12" 45 110.7 112.5 98.4%
2. Center It
50 111.0 98.7%
3. S.E. 45 110.9 98.6%
Soil Description: 114.0
Brown Sand with W
E
Some Clay I
In Place Moisture: G 113.0 -I— — I I I I I
12.8% H I I I I
T
Proctor Optimum Moisture: 112.0
11.0% P
Proctor Max. Dry Density: P.C.F. C I
I I I I
112.5 111.0 1—..._.i_. I._.._�._..�.. ..—...
F I I I I I
@ Test Locations the Density& I I I I I
Penetrometer readings indicate the 110.0 —
Degree of Compaction Meets D
Minimum Requirement Y
for Staked Foundation I I I I I
Respectfully Submitted: 8 9 10 11 12 13 14
Moisture-%of Dry Weight
1011 Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
.' ;.••�,ICEAIS••. �` : completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
c
altered from the approved inspected condition.
0- 68366
Rre fit, c.. . •
� a
' PE#I!'b3ffB�Al..� ,.•°� 5/12/2020
Email to: tbev1976@gmail.com
Proudly Serving Florida since 1990