HomeMy WebLinkAboutKSM SOIL REPORTi IVeq-IL9 i
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 645-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED August 30, 2017 KSM JOB # : 172479-1 d/MH/cv
PERMIT # O Tk6"6t5 4
CONTRACTOR Dave Golden Homes oUANNED
JOB LOCATION Moose Lodge ;t I I Ir,B COUIIt
325 Pandora Avenue y
Fort -Pierce; Florida' -
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 50 102.6 106.0 96.8
2. Center 50 105.8 99.8
3. N.W. 50 103.4 97.5
Soil Description:
Brown Sand
107.0
In Place Moisture: W I I I I I
5.8 Percent E I I I I I
Optimum Moisture: G 106.0••—•.I.
H I I I I
12.0 Percent T I I I I I I
I I I I
Max. Dry Density: P I I I I I I
106.0 P.C.F. C 105.0 .._..i .._ .i .._..� .._..i _..I .....
I I I I I I
@ Test Locations The F I I I I I
Density & Penetrometer
Readings Indicate the 104.0 — — —• I—••—..I—..—..I— .—..I—..—..
Degree of Compaction Meets D I I I I I I
R I I I I I I
MAinim"fjgqqired
ft�vot jn.to Natural -Grade. I
I
t59 10 11 12 13 14
Moisture - % of Dry Weight
RECEIVED SEP 05 2017
i11111 1 \61. Lucie County Building Department
Ronald G. Keller, P.E.:.37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366