HomeMy WebLinkAboutCompaction Test 07/11/2017 16:32 77258961 KSM ENGINEERING•_ PAGE 01/01
sp OIL t
KELLER, S.CHLEICHER & MacWILLIAM -ENGINEERING. AND TESTING, INC.
MARTIN(772)3374755 P.Q. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH(561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(551)845-8876 E-Mail:KSM@KSMENGINEERING.NET ST.LUCIE(772)229-9093
G.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
REVISED: July 11, 2017
DATE TESTED June 22, 2017 KSM JOB#: 171745-5d/MH/ct
PERMIT# 1702-0251
.CONTRACTOR Maronda Homes
JOB LOCATION 5112 Silver Oak Drive
Lot A, Angels Grace
Port St Lucie, Florida
ITEM TESTED Compacted foundation Fill- Re-Test
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0"- 12" 50 108.1 112.2 96.3
2. S.E. 50 107.6 95.9
3, Center 50 109.2 97.3
4. N.W. 51 111.1 99.0
S. S.W. 50 108.6 96.8
Soil Description:
Brown Sand 113.0 1 I t I I t
W I I I I I t
In Place Moisture: F
11.4 Percent
G 112.0
Optimum Moisture: H
11.0 Percent T 1 I I I
Max. Dry Density: P I 1 t 1 I I
112.2 P.C.F. 111.0 �-•—..I^. .I_..��-_•----1- ••--I------
C I I I I I I
@ Test Locations The F I I I I I
Density& Penetrometer 110.0
Req0oj,9ffM1waW the
! I Meets p I I I I I I
•� .... t�d� «'« R I l I I I I
* �• * Y
1br;Ll 1'Staked urldatiA 109.0
'felrldR - en ti Natural Grade. 8 9 10 11 12 13 14
R' Ily ubmilt
w �
• .epC C Moisture-%of dry Weight
r RECEIVED JUL '112017
Mal to: due-bend@maronda.com
Ronald G.Keller,P.E.:37293/SI Lic.No.:860 f Julie E. Kelley P.E.:68366