HomeMy WebLinkAboutCompaction test recd date 4.11.07 KELLER,' SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 1 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# : 171115-1 d/M,H/cc
PERMIT# 1701-0376
CONTRACTOR Wynne Development
JOB LOCATION 6572 Zapata
Spanish Lakes Fairways
-Fort Pierce, Florida-
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 50 106.7 110.5 96.6
2. N.E. 50 110.3 to99.8
3. Center 50 107.8 97.6
4. S.W. 50 106.3 96.2
5. S.E. 50 109.2 If
98.8
Soil Description:
Brown Sand with Shell Fragments
112.0
W
In Place Moisture: E I I I I I I'
8.3 Percent I I I I I I I
G 111.0
Optimum Moisture: H
11.0 Percent I I I I I
T I I I I I I
110.0 —.._.. _.._..• —.._.. — — — —
Max. Dry Density: P I I I I I
110.5 P.C.F. I I I I I
@ Test Locations The - I I I I I I
Density & Penetrometer F
Readings Indicate the
Degree of Compaction Meets 108.0
Minimum cRd if Evii: D
for U�ys� k�,>$�Val i 4�Pr, R I I I I I I
* P C' �Satural Grade. Y 107.0 _..�
e. full ubmi d';� % 8 9 10 11 12 13 14
Vp
6 6
Moisture-%of Dry Weight
- :�. AtE F �QR 1g
1
Juff� I e r P.E I
F . ounty Building Department
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Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366