HomeMy WebLinkAbout2110304-2d compaction signedHeadquarters
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 #:2110304-2d/BS/jam
NUC #456
Nuc Model:MC-1 Elite
Nuc Serial #:31456
9160 Carlton Road
Fort Pierce, Florida
Compacted Foundation Fill - 3rd and Final Lift
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"45 110.5 113.0 97.8%
2 N.W.""109.3 "96.7%
3 Center ""110.0 "97.3%
4 N.E.""108.4 "95.9%
5 S.E.""108.3 "95.8%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
1/3/2022
Email: mcarthuresther@bellsouth.net
PE # 68366
8.8%
11.0%
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
Soil Description:
ITEM TESTED:
113.0
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
December 30, 2021DATE TESTED:
PERMIT #:
CONTRACTOR:R & E Loader
21080633
Julie E. Keller, P.E. President
Shell Fragments and Clay
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 with Traces of
In Place Moisture:
109.0
110.0
111.0
112.0
113.0
114.0
6 7 8 9 10 11 12 13 14
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight