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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 #:2200320-1d/RH/ah
NUC #HUMBOLDT
Nuc Model:H50016
Nuc Serial #:1275
4931 Southwind Trail
Fort Pierce, Florida
Compacted Foundation Fill - Detached Garage Pad- 1st Lift
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.E.0" - 12"12+113.2 113.5 99.7%
2 S.W.""112.7 "99.3%
3 Center ""109.4 "96.4%
4 N.W.""108.6 "95.7%
5 N.E.""112.3 "98.9%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
1/11/2022
for Unstaked 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
Gray Sand with Clay
In Place Moisture:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
January 10, 2022DATE TESTED:
PERMIT #:
CONTRACTOR:B & D Grading
Julie E. Keller, P.E. President
Soil Description:
ITEM TESTED:
113.5
TEST LOCATION
OF SAMPLE
Email: bdgrading@att.net
PE # 68366
7.3%
10.0%
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
Certified Women Owned Business - WBE
Minimum Requirement
108.0
109.0
110.0
111.0
112.0
113.0
114.0
115.0
5 6 7 8 9 10 11 12 13
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P
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D
R
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Moisture -% of Dry Weight