HomeMy WebLinkAboutCompaction testHeadquarters 1W CP IL 11345 U.S. Highway 1 Aff
Sehastian, FL. 32958 J ILVL
Orlando
723 Progress Way
Sanford, FL. 32771
March 1, 2021
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
South Florida Land Clearing
15701 Orange Avenue
Fort Pierce, Florida
2825 Brocksmith Road
Ft. Pierce, Florida
ENGINEERINIPO Box78-113777
ANDTESTING Sebastian, FL. 3297
Phone: 772589 0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 206357-2d/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, xxyPI ' Cj EDA/// /xi,��
<`
No. 81439
,0 STATE OF !(�\
j;0i�'•FG ORIDP.•' ��`�
10NAL
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439
Email to: sflcgw@gmail.com
03/01/21
This item has been electronically signed and
sealed by Bryan E. Dahlke, PE FL Lic. 81439
on the date stated directly to the right using
a digital signature.
Printed copies of this documents are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
Digitally signed
by Bryan E
Dahlke
Date: 2021.03.01
14:04:35-05'00'
Headquarters
Tl' C 1 t ENGINEERING
Mailing
PO Box 78-1377
11345 U.S. Highway 1
Sebastian, FL. 32958
jrL AND TESTING
Pho 589-0712
Orlando
,17
e: 772
C.A.# 5693
723 Progress Way
SOIL COMPACTION REPORT
KSMengineering.net
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
DATE TESTED:
2/26/21 KSM
JOB # : 206357-2d/CH/ct
PERMIT #:
NUC # 417
CONTRACTOR:
South Florida Land Clearing Nuc
Model: 3500
JOB LOCATION:
2825 Brocksmith Road Nuc Serial #: 3417
Ft. Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill - 3rd Lift
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
#
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION
1 N.W.
24" - 36" 50+ 110.7 113.5
97.5%
2 S.W.
111.2
98.0%
3 Center
110.9
97.7%
4 S.E.
111.1
97.9%
5 N.E.
110.9
97.7%
Soil Description:
Brown Sand with
Some Clay & Shell
In Place Moisture:
11.6%
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
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
Bryan E. Dahlke, P.E. tested area has been altered from the approved
V.P. of Engineering inspected condition.
PE # 81439 3/1/2021
Proudlv Servine Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR
JOB LOCATION
C V& AND TESTING
i111171
SOIL COMPACTION REPORT
ASTM D 1557
2/26/21
South Florida Land Clearing
2825 Brocksmith Road
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 206357-2d/CH/ct
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12 13 14 15 16 17
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11
Soil Description:
Brown Sand with
Some Clay & Shell
Proctor Optimum Moisture:
13.3%
Proctor Max. Dry Density: P.C.F.
113.5
Moisture - % of Dry Weight
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439
3/1/2021
Proudly Serving Florida since 1990
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 PPogress Way
Sanford. FL. 32771
December 14, 2020
CONTRACTOR:
JOB LOCATION:
PERMIT #:
To Whom it may concern,
NO"' `- W M LINHILLRIM
II %&`JA L 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,
..+
No. 81439
• 1 —
0 STATE OF 4fQ
F
Bryan E. Dahlke'NA1-
P.E OI�?xx`
V.P. of Engineering
PE # 81439 12/14/20
Email to: sflcgw@gmail.com
This item has been electronically signed and
sealed by Bryan E. Dahlke, BE R La 81439
on the date slated directly to the right using
a digital signature.
limited! copies of this documents are not
on9ected signed and coaled and the
signature must be verified on any electronic
copies
Digitally signed
by Bryan E
Dahlke
Date:
2020.12.14
17:06:21-05'00'
L. CI\ MEERIM
PO Box 78-1377
U.S. Highway 1
Sebastian, FL. 32958
Sebastian,
"17 WA, AND TESTING
2978
Sebastian, FL.-58 -0712
Phone: 772-589-0712
Orlando
C.A.# 5693
723 Progress Way
KSMengineering.net
Sanford, FL. 32771
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
KSM
JOB # : 206357-1d/CH/ct
DATE TESTED:
12/2/20
417
NUC #
PERMIT #:
South Florida Land Clearing Nuc
Model: 3500
CONTRACTOR:
108 LOCATION:
Parcel ID: 2320-501-0046-000-1 Nuc Serial #: 3417
Brocksmith Road
Ft. pierce, Florida
ITEM TESTED:
Compacted Foundation Fill -1st & 2nd Lift
PEN DRY MAX. DRY
PERCENT
TEST LOCATION
#
DEPTH
READ DENSITY PROCTOR VALUE
(P.C.F.) COMPACTION
OF SAMPLE
11
0" 12" 55+ 110.3.5
97.5%
1 S.W.
„
110.1
97.0%
2 N.W.
„ 111.0
97.8%
3 Center
109.9
96.8%
4 S.E.
1211 2411
-
97.3%
1. 110.4
1 1
5 N.E.
110.5
97.4%
6 Center
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
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
Bryan E. Dahlke, P.E. inspected condition.
V.P. of Engineering
PE # 81439 12/14/2020
Proudly Serving Florida since 1990
11345 U.S. Highway 1
■I11F `r ft M
L11UHILLMIlu
PO Box 78-1377
SbastiaOrlandon,FL.32958
A%6J4VL
AND TESTING
Sebastian, FL. 32978
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
PE # 81439 12/14/2020