HomeMy WebLinkAboutCompaction test (2) Headquarters IV C Sk t ENGINEERING PO Box 78-11377
11345 U.S. Highway 1
78
Orlando Sebastian, FL. 32958 ,« jrjl AND TESTING Sebastian, FL.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: March 11, 2020 KSM JOB#: 201206-1d/DJ/jo
PERMIT#: 1910-0402 NUC# 404
RECENED
CONTRACTOR: ACD Builders SEP 2 4 2020 Nuc Model: MC-1 Elite
JOB LOCATION: 7106 Banyan Street Department Nuc Serial#: 31404
Fort Pierce, Florida Perm`ttinga Countv
ITEM TESTED: Compacted Foundation Fill-1st&2nd Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W. 1211 - 2411 40+ 111.4 112.9 98.7%
2. N.W. " 40+ 110.8 98.1%
3. Center 40+ 112.6 99.7%
4. N.E. 40+ 111.0 98.3%
5. S.E. 011 - 1211 40+ 108.7 96.3%
6. Center 40+ 109.2 96.7%
Soil Description:
Brown Sand with Clay 114.0 -
I I I I I I
W
In Place Moisture: E I I I I I
9.8% G H 113.0 t- .I.—..J..—.. —.�—.._�.—..-
Proctor Optimum Moisture: I I I I I
11.0% T I
112.0 i..—.I.—.. ..—..fi..— —..—I.—.._
Proctor Max. Dry Density: P.C.F. P I I I I I
112.9 C 111.0
@ Test Locations the Density& I I I I I
Penetrometer readings indicate the F
Degree of Compaction Meets . 110.0 T -
Minimum Required D I I I I I
for Unstaked Foundation R I I I I I
Y 109.0 -..—.;.—..�..—..T..—.;—..—;.—..�
Respectfully Submitted: 8 9 10 11 12 13 14
,,,111111/If1��i
��` �, K •�, Moisture-% of Dry Weight
�` ;•'�,10ElVS �,A: Disclaimer: Contractor is responsible to maintain
No. 58366 the tested area in the condition that KSM
t % completed the indicated passed compaction test.
'b
S KSM is not responsible if the tested area has been
' T'� •
vO altered from the approved inspected condition.
RI r•.
residenf'
PE#68366 3/12/2020
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