HomeMy WebLinkAboutSoil compaction KELLER, SCHLEI'CHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 13, 2017 KSM JOB# : 171116-1 d/MH/cc
PERMIT# 1701-0375
CONTRACTOR Wynne Development
JOB LOCATION 6639 Yedras
Spanish Lakes Fairways
Fort Pierce, Florida
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ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50 108.2 110.5 97.9
2. N.W. 1150 108.8 it98.5
3. Center 50 107.2 97.0
4. S.E. 50 105.1 95.1
5. N.E. 50 108.2 97.9
Soil Description:
Brown Sand with Shell Fragments
112.0 1 I I I I I
W
In Place Moisture: E I I I I I I
11.4 Percent
G 111.0
Optimum Moisture: H
11.0 Percent T
I I I I I I
Max. Dry Density: P I I I I I
110.5 P.C.F. I I I I I
C 109.0 —.._..� _..� _..�_ ._..�_.._..
@ Test Locations The I I I l I !
Density & Penetrometer F
Readings Indicate the I I I I
Degree of Compaction Meets 108.0
Minimum Required D
for Urlr. '11ajion. R
* P0L Natural Grade. Y 107-0 -�-�--•r— r r ,—
R �� 8 9 10 11 12 13 14
. No. ,' = Moisture- % of Dry Weight R ioJ �Q�1
li i►' EPW
F✓ ��� i .,k `Pounty Building Department
kes.com
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366