HomeMy WebLinkAboutInspection Docs �12/08/2017 17:44 772#69 KSM ENGINEER PAGE 01/01
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KELLER, SCHLEICHER & MacWILL.IAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 PO. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH(561)845-7445 www.kamengineering.net MELBOURNE(321)768-848$
FAX(561)Say-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 December 7, 2017 KSM JOB#: 173893-1d/SF/jt
PERMIT# 1710-0103
CONTRACTOR Wynne Development
JOB LOCATION : 14412 Cancun
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, S-W. 0"- 12" 48 107,E 110.4 97.5
2. N.W. 43 104.9 95.0
3. Center 45 105.7 95.7
4. S.E. " 47 107.1 97.0
5. N.E, 46 106.3 96.3
Soil Description:
Brown Sand with 111.01 I I I 1 I 1
Traces of Clay W
In Place Moisture: E
8.1 Percent I I I _ I _ _ I I_ I
...
Optimum Moisture: H 10.0 —I. I I I" I I
11.8 Percent T I I I I 1 I I
I I I 1 I I
Max_ Dr Density:
YF 109.0 ,�•.... _.�_•.�.._•.. _�.,_...
110.4 P.C.F. I I I I I
I I I I I I I
@ Test Locations The �
Density&Penetrometer F I I I I I I
Readings Indicate the 108.0 —l._..1"._,L,.. 1.-^.•I. ,.�(._...
Degre6,908 rn 6tNe•e'ts
'Mini , W 4, Q* D
for �iamkrR. R II II II II II II 1I
I I I I 1 I
* den. ate dinaf$en'to Natural Grade. Y 107.0
8 9 10 1 2.____• r
Itted: " =
Moisture-°.5 of DM
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SEC 11 2017
- :resic�i' -��aeja�.a�z•.a"' Permittin De
Fax and Mail to: St.:Lucie County Building Department 9 partment
Email to: dotty@spanishlakes.com St. Lucie County, FL
Ronald G.Keller,P.E.-37293 151 Lic,No.:860 1 Julie E.Keller, P.B.:68366
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