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KSM JOB #:201206-2d/JM/ah
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
7106 Banyan Street
Ft. Pierce, Florida
Compacted Foundation Fill - Detached Garage
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"13D 107.1 110.5 96.9%
2 N.W."12D 106.0 "95.9%
3 Center "14D 108.2 "97.9%
4 N.E."13D 106.4 "96.3%
5 S.E."13D 107.5 "97.3%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
5/14/2021
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
Brown Sand
In Place Moisture:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 30, 2021
May 14, 2021
DATE TESTED:
PERMIT #:
CONTRACTOR:D & M Concrete
2012-0403
Bryan E. Dahlke, P.E. V.P. of Engineering
REVISED: PERMIT ADDED
Soil Description:
ITEM TESTED:
110.5
TEST LOCATION
OF SAMPLE
Email to:
PE # 81439
9.1%
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.
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Certified Women Owned Business - WBE
Minimum Requirement
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
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G
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Moisture -% of Dry Weight