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Sebastian, FL. 32958 � AVL AND TESTING Phone: 772589 0712
Orlando
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: August 31, 2020 KSM JOB #: 204924-id/DJ/jo
PERMIT #: NUC # 404
CONTRACTOR: R & E Loader Service Nuc Model: MC-1 Elite
JOB LOCATION: 907 Gopher Ridge Road Nuc Serial #: 31404
Fort Pierce, Florida
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. 0" - 12" 40+ 108.7 111.0 97.9%
2. N.W. 40+ 109.9 99.0%
3. Center 40+ 109.4 98.6%
4. N.E. 12" - 24" 40+ 106.6 96.0%
5. S.E. 40+ 107.1 96.5%
Soil Description: 112.0 I I I I I
Tan Sand with traces of W
E
Clay I I I I I I
In Place Moisture: G 111.0 •-
F
II n_1
I I
13.0% HT
Proctor Optimum Moisture: 110.0 I
....—.—
......
12.0% P
Proctor Max. Dry Density: P.C.F. —.111.0 109.0
@ Test Locations the Density &
Penetrometer readings indicate the I
Degree of Compaction Meets D I
Minimum Requirement y I I I I I I
for Unstaked Foundation 1070 -----------
Respectfully Submitted: 9 10 11 12 13 14 15
�• `'•' Moisture - % of Dry Weight
�� •v`GEN Disclaimer: Contractor is responsible to maintain
g the tested area in the condition that KSM
m W = completed the indicated passed compaction test.
D'. StiAgE Op 2 KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Bry
V.P. of Engineering
PE # 81439 9/1/2020
Email to: mcarthuresther@bellsouth.net
Proudly Serving Florida since 1990