HomeMy WebLinkAboutcompaction test 02/13/2019 16:21 7725896469 KSM ENGINEERING PAGE 01/01
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN 1772).337-7755 PO, BOX 7$-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712
PALM BEACH(561)845-7445 www.ksmenginearing.net MELBOURNE(321)769-8486
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 : February 12, 2019 KSM JOB# 190631-1d/SSfiI
PERMIT# : 1902-0143
CONTRACTOR Keith Pearson
JOB LOCATION : 4780 Jorgensen Road
Fort Pierce, Florida RECEIVED
ITEM TESTED Compacted Foundation Fill for the Garage Pad FEB l 4 1019
7f, �3T'CR7C1'r'—
TEST LOCATION DEPTH PEN DRY MAX. DRY
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50+ 109.7 112.9 97.2
2. NW It 50+ 108.6 1196.2
3. Center 50+ 110.7 ff98.1
4. N.E. 50+ 112.5 99.6
5. S.E. 50+ 110.0 97.4
Soil Description.-
Brown
escription:Brown Sand 114.0 -
I I I I I
In Place Moisture: W I I I I I
7.1 Percent E ! I I I I
113.0
Optimum Moisture; G I I I I I 1
11.0 Percent H j
T 112.01—
Max. Dry Density: I^ I I I
112.9 P.0-F. P I I I I I
C 111.0 — 3— —.I.—..—I.—.._J-. 4..—.._
@ Test Locations The I I I 1 !
Density& Penetrometer F I I I I I
Readings Indicate the 110-0
Degree of Compaction Meets
Minimum Required for D I 1 I I I
UjM~iF,gVndation R I I I I I
Y 109.0
vw} , . ed: 8 9 10 11 12 13 14
Moisture-% of Dry Weight
= �` -•ter
Pres Of
�' senrd@gmaiI.00m
'., luQirl� Lucie County Building Department
IONA1.
16094416■laa,
Ronald G.Keller,P.E.:37293/SI Llc. No.:860 / Julie E.Keller, P.E.:68366