HomeMy WebLinkAbout211847-1d compaction - signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED
PERMIT #:
CONTRACTOR:
JOB LOCATION:
VP 40Ik 9 ENGINEERING
17AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
March 9, 2021
2011-0476
Bill Webster Tractor Services
1310 Copenhaver Road
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 211847-1d/CF/ah
NUC # 234
Nuc Model: MC -DR
Nuc Serial #: MD60308234
ITEM TESTED: Compacted Foundation Fill - 1st Lift
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. N.W. 0" - 12"
50+
107.4 108.6
98.9%
2. N.E.
107.1
98.6%
3. Center
108.8
100.2%
4. S.E.
108.1
99.5%
5. S.W.
108.5
99.9%
Soil Description:
109.0 -
I I I
I I
W
I
Brown Sand
E
I I I
I
108.0 �..—..—..—...—..—...
—..—.. —...
In Place Moisture:
I I I
I
7.7%
H
I I
I I
T
Proctor Optimum Moisture:
107.0
— �- —
12.0%
P
I I I
I I
Proctor Max. Dry Density: P.C.F.
c
106.0 :—..—.�—..—..—I..—..�..—..�..—...
108.6
F
I I I
I I
@ Test Locations the Density &
I I
I
Penetrometer readings indicate the
105.0
Degree of Compaction Meets
R
I I I
I
Minimum Requirement
y
I I I
I
for Unstaked Foundation
104.0
Respectfully Submitted:
8 9 10 11
12 13 14
Digitally Moisture - % of Dry Weight
signed by
Bryan E Disclaimer: Contractor is responsible to maintain
"' °`"° °" Dahlke the tested area in the condition that KSM
a° " «,°° Date: completed the indicated passed compaction test.
°1P5 2021.03.10 KSM is not responsible if the tested area has been
14:32:32
altered from the approved inspected condition.
-05'00'
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 3/10/2021
Email to: St. Lucie County Building Department; brett.webster@yahoo.com
Proudly Serving Florida since 1990