HomeMy WebLinkAbout215792-1d compaction - signed.pdfHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:215792-1d/BS/ah
NUC #528
Nuc Model:MC-1DR-P
Nuc Serial #:MD049528
5432 Lugo Street
Fort Pierce, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 N.E.0" - 12"50 109.2 112.0 97.5%
2 S.E.""109.9 "98.1%
3 Center ""111.4 "99.5%
4 S.W.""109.5 "97.8%
5 N.W.""110.8 "98.9%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
7/28/2021
Email to: St. Lucie County Building Department; gene.torrance@adamshomes.com
PE # 81439
11.0%
12.0%
Respectfully Submitted:
Disclaimer:Contractor is responsible to maintain the tested area
in the condition that KSM completed the indicated passed
compaction test.KSM is not responsible if the tested area has
been altered from the approved inspected condition.
Proudly Serving Florida since 1990
Soil Description:
ITEM TESTED:
112.0
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
July 27, 2021DATE TESTED:
PERMIT #:
CONTRACTOR:Adams Homes
2104-0327
Bryan E. Dahlke, P.E. V.P. of Engineering
Certified Women Owned Business - WBE
Minimum Requirement
of Shell
for Staked Foundation
JOB LOCATION:
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Brown Sand with Traces
In Place Moisture:
107.0
108.0
109.0
110.0
111.0
112.0
113.0
7 8 9 10 11 12 13 14 15
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight