HomeMy WebLinkAbout218614-2d Compaction Revised signedHeadquarters
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Sebastian, FL. 32958
Orlando
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Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:218614-2d/MH/jam
NUC #630
Nuc Model:MC-1DR-P
Nuc Serial #:30630
8048 Plantation Lakes Drive
Port St Lucie, Florida
Compacted Foundation Fill - 2nd Lift
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 N.W.0" - 12"50 110.5 111.8 98.8%
2 N.E.""111.0 "99.3%
3 Center ""111.1 "99.4%
4 S.W.""111.1 "99.4%
5 S.E.""111.1 "99.4%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
11/9/2021
Certified Women Owned Business - WBE
Minimum Requirement
for Unstaked Foundation
In Place Moisture:
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
November 2, 2021
November 9, 2021
DATE TESTED:
5.0%
12.0%
Brown Sand with Some Clay
REVISED: PERMIT ADDED
Respectfully Submitted:
ITEM TESTED:
111.8
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:B & D Grading
2106-0506
Julie E. Keller, P.E. President
Soil Description:
JOB LOCATION:
Email to: bdgrading@att.net
PE # 68366
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
106.0
107.0
108.0
109.0
110.0
111.0
112.0
113.0
7 8 9 10 11 12 13 14 15
W
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G
H
T
P
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C
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D
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Y
Moisture -% of Dry Weight