HomeMy WebLinkAboutCompaction TestHeadquarters
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 #:213398-1d/JM/bm
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
8124 Amalfi Circle
Lot 27, Waterstone
Ft Pierce, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 N.W.0" - 12"13D 107.5 110.8 97.0%
2 N.E."12D 106.9 "96.5%
3 Center "14D 108.5 "97.9%
4 S.E."13D 107.1 "96.7%
5 S.W."14D 108.2 "97.7%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
5/6/2021
Email to: rick.johnson@adamshomes.com
PE # 81439
8.8%
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:
110.8
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
May 5, 2021DATE TESTED:
PERMIT #:
CONTRACTOR:Adams Homes
2103-0155
Bryan E. Dahlke, P.E. V.P. of Engineering
Certified Women Owned Business - WBE
Minimum Requirement
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
In Place Moisture:
105.0
106.0
107.0
108.0
109.0
110.0
111.0
112.0
7 8 9 10 11 12 13 14 15
W
E
I
G
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight