HomeMy WebLinkAboutKSM Front Porch 10.12.20Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
October 12, 2020
tl Ci 1 t' ENGINEERING
i117iVi AND TESTING
CONTRACTOR: Christopher Burton Homes
6013 Farcenda Place, Suite #101
Melbourne, Florida
JOB LOCATION:
PERMIT #:
To Whom it may concern,
7840 Saddlebrook Drive
Port St Lucie, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM 10B # : 201159-6d/MH/jo
J
OCTREC'D
Enclosed, please find the nuclear density test results performed on the front porch at the above referenced
project.
Should you have any question, please feel free to contact our office.
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Respectfully, �� N E D4 /�i�
This item has been electronically signed and
�.' sealed by Bryan E. Dahlke, PE FL. Lic. 81439
No. 81439 ;on the date stated directly to the right using
1 1 digital signature.
lc * 7C Zrinted copies of this documents are not
4: Zgonsidered signed and sealed and the
STATE OF (v� signature must be verified on any electronic
copies.
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s10NA1.
11111
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 10/12/20
Email to: bob@burtonhomes.com
Digitally signed
by Bryan E Dahlke
Date: 2020.10.12
14:39:57-04'00'
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
ZF C4 IL l
ENGINEERING Mailing
PO Box 78-1377
Sebastian, FL. 32958
j%%
AND TESTING Sebastian, FL. 32978
Orlando
Phone: 772-58589-0712-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
501E COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:
October 9, 2020
KSM JOB # : 201159-6d/MH/jo
PERMIT M
NUC # 630
CONTRACTOR:
Christopher Burton Homes
Nuc Model: MC-IDR-P
JOB LOCATION:
7840 Saddlebrook Drive
Nuc Serial M 30630
Port St Lucie, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY
MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION
Front Porch
1. Center
0" - 12" 45 107.9 110.4 97.7%
Soil Description:
Brown Sand with Clay
In Place Moisture:
9.3 %
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.4
@ 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
Bryan E. Dahlke, P.E. altered from the approved inspected condition.
V.P. of Engineering
PE # 81439 10/12/2020
Proudly Serving Florida since 1990
Headquarters Mailing
11645 U.S. Highway 1 " `I .. ' ENGINEERING
r...-.` .:.._ ,�-�,.3 PO Box 78-1377
Sebastian, FL. 32958 .` 1% AND TESTING Sebastian, 58 -0712
�: -.
32978
Orlando Phone: 772-589-0712
723 Progress Way C.A.# 5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557
DATE TESTED: October 9, 2020 KSM JOB # : 201159-6d/MH/jo
PERMIT M
CONTRACTOR: Christopher Burton Homes
JOB LOCATION: 7840 Saddlebrook Drive
Port St Lucie, Florida
112.0
W
E I
G 111.0 -4.._.._..4.._.._.._E._.._.._.
H
T I I I I I I
I I I I I
P I I I I I
110.0 _.._. _.._.._..—. _.._ ._.. _ ._.._.._ _.._.._.
C I I I I I 1
F I I I I I I
109.0 _.._..�.._ T.._.._..�.._.._..�.._. _i.._.._.._.
D I I I I I I
R I I I I I
Y 108.0 }—.._.._.------ ------ _..4.._.._.._.
I I I I I I
I I I I I 1
107.0 �.._.._.. .._.._.. .._.._.. �.._.._.. �.._.._.._�._.._..—,
9 10 11 12 13 14 15
Moisture - % of Dry Weight
Soil Description:
Brown Sand with Clay
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.4
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 10/12/2020
Proudly Serving Florida since 1990