HomeMy WebLinkAboutCOMPACTION TEST - #1401 - HoodHeadquarters
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 #:2200791-2d/BS/dc
NUC #456
Nuc Model:MC-1 Elite
Nuc Serial #:31456
5112 Pinetree Drive
Fort Pierce, Florida
Compacted Foundation Fill - 2nd & 3rd Lift
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"40 D 109.5 112.4 97.4%
2 Center 0" - 12"40 D 109.0 "97.0%
3 N.E.0" - 12"40 D 108.7 "96.7%
4 N.W.12" - 24"40 D 108.2 "96.3%
5 S.E.12" - 24"40 D 109.3 "97.2%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
2/23/2022
Brown/Gray Sand with Traces of Shell and Rock
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: slsdevinc@aol.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
112.4
Minimum Requirement
For an Unstaked Foundation
Respectfully Submitted:
In Place Moisture:
8.9 %
10 %
TEST LOCATION
OF SAMPLE
Soil Description:
PERMIT #:
CONTRACTOR:St. Lucie Site Development LLC
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
REVISED: LIFTS ADDED February 23, 2022
DATE TESTED:February 21, 2022
ITEM TESTED:
JOB LOCATION:
107.0
108.0
109.0
110.0
111.0
112.0
113.0
114.0
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