HomeMy WebLinkAboutCOMPACTION TEST -#1336- wELLS11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
December 14, 2020
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
■r `- OL AN LIMMEER11" u
IIIL%L`LPA iIL AND TESTING
South Florida Land Clearing
15701 Orange Avenue
Fort Pierce, Florida
Parcel ID: 2320-501-0046-000-1
Brocksmith Road
Ft. Pierce, Florida
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 206357-1d/CH/ct
Enclosed, please find the nuclear density test results performed on the compacted foundation fill at the above
referenced project.
Should you have any question, please feel free to contact our office.
Respectfully, ``\`IIIIE ID,�7j�i
v I
No. 81439
o Jr =
,0 STATE OF
Bryan E. Dahlke,P.�ONA` t?``
V.P. of Engineering
PE # 81439 12/14/20
Email to: sflcgw@gmail.com
This Item has been eletlrouiaally signed and
sealed by Bryan E. D hli e, PE FL. Lid 81439
on the date stated directly to the right using
a digital signature.
Printed copies of this documents art not
considered signed and sealed and the
signature must be vaulted on any electronic
copies.
Digitally signed
by Bryan E
Dahlke
Date:
2020.12.14
17:06:21-05'00'
11345 U.S. Highway 1
Edr� Sw r W M L11UHILLRiiru
PO Box 78-1377
Sbastian, FL. 32958
i1 &J 4VIIL AND TESTING
Orlando
Phone: 772589-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:
12/2/20 KSM JOB # : 206357-1d/CH/ct
PERMIT #:
NUC # 417
CONTRACTOR:
South Florida Land Clearing Nuc
Model: 3500
JOB LOCATION:
Parcel ID: 2320-501-0046-000-1 Nuc Serial #: 3417
Brocksmith Road
Ft. pierce, Florida
ITEM TESTED:
Compacted Foundation Fill - 1st & 2nd Lift
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
#
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION
1 S.W.
0" - 12" 55+ 110.7 113.5
97.5%
2 N.W.
110.1
97.0%
3 Center
111.0
97 8%
4 S.E.
12" - 24" 109.9
96.8%
5 N.E.
110.4
97.3%
6 Center
110.5
97.4%
Soil Description:
Brown Sand with
Some Clay & Shell
In Place Moisture:
13.0%
Proctor Optimum Moisture:
13.3%
Proctor Max. Dry Density: P.C.F.
113.5
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Bryan E. Dahlke, P.E.
V.P. of Engineering
PF # R1419
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.
12/14/2020
11345 U.S. Highway 1
E( `r ft M
ENUIREER1111D
PO Box 78-1377
SbastiaOrlando n, FL. 32958
1% &J AYL
AND TESTING
Sebastian, FL. 3278
Phone: 772589-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
SOIL COMPACTION REPORT
KSMengineering.net
ASTM D 1557
DATE TESTED:
12/2/20
KSM JOB # : 206357-1d/CH/ct
PERMIT #:
CONTRACTOR: South Florida Land Clearing
JOB LOCATION: Parcel ID: 2320-501-0046-000-1
Brocksmith Road
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14 15 16 17
Moisture - % of Dry Weight
Soil Description:
Brown Sand with
Some Clay & Shell
Proctor Optimum Moisture:
13.3 %
Proctor Max. Dry Density: P.C.F.
113.5
Bryan E. Dahlke, P.E.
V.P. of Engineering
n' u 01'OA I, /I n Nnon