HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 2-14-22Headquarters
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 #:2202069-1d/AH/dc
NUC #240Nuc Model:MC-1 Elite
Nuc Serial #:31240
6110 Bamboo DriveFort Pierce, Florida
Backfill for the 1st and 2nd Lifts
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 N.W.0" - 12"50 D 109.5 111.5 98.2%
2 N.E."50 D 110.2 "98.8%
3 Center "50 D 108.6 "97.4%
4 S.E."50 D 109.4 "98.1%
5 S.W."50 D 109.9 "98.6%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
2/25/2022
Brown Sand With Some Clay
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
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.
Julie E. Keller, P.E. President
PE # 68366
Email to: reloaderserviceinc@gmail.com
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
111.5
Minimum Requirement
For an Unstaked Foundation
Respectfully Submitted:
In Place Moisture:
8.1 %
10 %
TEST LOCATION
OF SAMPLE
Soil Description:
PERMIT #:21080262
CONTRACTOR:R & E Loader Service, Inc
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:February 24, 2022
ITEM TESTED:
JOB LOCATION:
108.0
109.0
110.0
111.0
112.0
113.0
5 6 7 8 9 10 11 12 13
W
E
I
G
H
T
P
C
F
D
R
Y
Moisture -% of Dry Weight