HomeMy WebLinkAboutSoil Compaction Report KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 PO. BOX 78.1377, SEBASTIAN, FL 32978-1377 SEBASTIAN V72)589-0712
PALM BEACH(561)845-7445 www.ksmenginearing.net MELBOURNE(321)768-8488
FAX(561)845-8876 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 25, 2019 KSM JOB# : 184153-Lot 66/MR/jt
PERMIT#
CONTRACTOR D.R. Horton
JOB LOCATION Creekside Subdivision
Parcel B, Lot 66
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. 011- 1211 55+ 113.3 115.9 97.8
2. Center 1155+ 112.6 97.2
3. S.E. if55+ 112.0 96.6
Soil Description:
Light Brown Sand with 117.0 I I I I I
Shell and Silt W I I I I I I
In Place Moisture: E I I I I I I
13.1 Percent I 116.0 I-••— ..._...
' G
Optimum Moisture: T11.0 Percent 115.0
P
Max. Dry Density:
115.9 P.C.F. 114.0
@ Test Locations The F
Density & Penetrometer LIIjjII
_.....—_.I
ii
Readingce` fer
.....__....
Deg o rvft a epts R 113.0 L .._.I_.._1._.._I.._..�.._..1 .._..
Mllm�rri f2�qulre�9� °� p Y
I I I I I
fdT StakeAPo8S. bon
112.0 +..._..,
Fie _�c -!I
' 8 9 10 11 12 13 14
M � �
• P .' Moisture-%.of Dry Weight
Julie E. 411en
r
nt!'"(�Pmesiail to: melbournepermitting@drhorton.com; ryan@mjclanddev.com
Ronald G.Keller,P.E.:37293/SI Lie.No.:860 / Julie E.Keller,P.E.:68366