HomeMy WebLinkAboutcompaction REVISED - signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
REVISED: PERMIT ADDED
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
Mailing
T&P CP Sk Aff ENGINEERING PO Box 78-1377
June 4, 2021
May 27, 2021
2102-0689
B & D Grading
8024 Spendthrift Lane
Port St. Lucie, Florida
KSM JOB #: 214008-2d/CF/ah
NUC # 234
Nuc Model: MC -DR
Nuc Serial #: MD60308234
ITEM TESTED: Compacted Foundation Fill - Guest House, 1st Lift
TEST LOCATION
PEN
DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 South 011-1211
50+
109.7 112.3 97.7%
2 West
110.4 98.3%
3 Center
110.0 98.0%
4 North
111.7 99.5%
5 East
111.3 99.1%
Soil Description:
114.0 1
Brown Sand with Clay
W
E 113.0 -'i T i'- I
In Place Moisture:
8.7%
G
H 112.0
Proctor Optimum Moisture:
T
111.0
12.0%
F,
Proctor Max. Dry Density: P.C.F.
lim
112.3
C
@ Test Locations the Density &
F -1 1 t 1 -1 1
Penetrometer readings indicate the
Degree of Compaction Meets
108.0
-1, 1 T I' F' 7' 1
Minimum Requirement
D I
for Unstaked Foundation
R 107.0
Respectfully Submitted:
y 7 8 9 10 11 12 13 14 15
Digitally
Moisture - % of Dry Weight
signed by
Bryan E
Disclaimer: Contractor is responsible to maintain the tested area
Dahlke
in the condition that KSM completed the indicated passed
Date:
compaction test. KSM is not responsible if the tested area has
2021.06.04
been altered from the approved inspected condition.
12:36:07
-04'00'
Bryan E. Dahlke, P.E. V.P. of Engineering
PE # 81439 6/4/2021
Email to: BDGrading@att.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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