HomeMy WebLinkAboutCompaction TestHeadquarters
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
DATE TESTED:KSM JOB #:210722-2d/AH/bm
PERMIT #:NUC #240
CONTRACTOR:Viera Builders, Inc.Nuc Model:MC-1 Elite
JOB LOCATION:8358 Crimson Drive Nuc Serial #:31240
Lot 13G, Stonecrest
Melbourne, Florida
ITEM TESTED:Compacted Foundation Fill - 2nd Test
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. N.E.0 - 12"50+110.5 111.2 99.4%
2. S.E.""110.8 "99.6%
3. Center ""111.3 "100.1%
4. S.W.""109.2 "98.2%
5. N.W.""109.7 "98.7%
Soil Description:
Brown Sand with Shell
In Place Moisture:
9.3%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
111.2
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 2/18/2021
Email to: jeffery.king@vierabuilders.com; Brevard County Building Department
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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
February 17, 2021
20BC25916
106.0
107.0
108.0
109.0
110.0
111.0
112.0
7 8 9 10 11 12 13 14 15
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight