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Orlando
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Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:214899-1d/JM/bm
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
5332 Vespera Street
Lot 180-3, Waterstone
Fort 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 110.5 113.4 97.4%
2 N.E."13D 109.0 "96.1%
3 Center "14D 110.9 "97.8%
4 S.E."12D 108.9 "96.0%
5 S.W."13D 109.2 "96.3%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
7/1/2021
Certified Women Owned Business - WBE
Minimum Requirement
for Staked Foundation
In Place Moisture:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
June 30, 2021DATE TESTED:
13.3%
13.0%
Brown/Tan Shelled Sand with Some Clay
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Respectfully Submitted:
ITEM TESTED:
113.4
TEST LOCATION
OF SAMPLE
Proudly Serving Florida since 1990
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.
PERMIT #:
CONTRACTOR:Adams Homes
2104-0478
Bryan E. Dahlke, P.E. V.P. of Engineering
Soil Description:
JOB LOCATION:
Email to: rick.johnson@adamshomes.com
PE # 81439
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
108.0
109.0
110.0
111.0
112.0
113.0
114.0
115.0
8 9 10 11 12 13 14 15 16
W
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H
T
P
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D
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Y
Moisture -% of Dry Weight