HomeMy WebLinkAbout201159-7d Compaction - signed Headquarters � C Sk t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 � LVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-58589-0712-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
October 15, 2020 KSM JOB# : 201159-7d/CF/jo
CONTRACTOR: Christopher Burton Homes
6013 Farcenda Place, Suite#101
Melbourne, Florida
JOB LOCATION: 7840 Saddlebrook Drive
Port St Lucie, Florida
PERMIT#:
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the final lift of compacted foundation fill at
the above referenced project.
Should you have any question, please feel free to contact our office.
Respectfully,
This item has been electronically signed and Digitally signed
sealed by Bryan E.Dahlke,PE FL.Lic.81439 by Bryan E
on the date stated directly to the right using
a digital signature.
Printed copies of this documents are not Dahlke
considered signed and sealed and the
signature must be verified on any electronic Date: 2020.10.15
copies.
09:28:01 -04'00'
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE#81439 10/15/20
Email to: bob@burtonhomes.com
Proudly Serving Florida since 1990
Headquarters 1W C Sk t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 � LVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-58589-0712-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED: October 14, 2020 KSM JOB# : 201159-7d/CF/jo
PERMIT#: NUC# 234
CONTRACTOR: Christopher Burton Homes Nuc Model: MC-DR
JOB LOCATION: 7840 Saddlebrook Drive Nuc Serial#: MD60308234
Port St Lucie, Florida
ITEM TESTED: Compacted Foundation Fill - Final Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F.) COMPACTION
Final Lift
1. West 0" - 12" 50+ 107.8 110.4 97.6%
2. North 110.1 99.7%
3. Center 109.7 99.4%
4. East 109.5 99.2%
5. S.E. 108.8 98.6%
Soil Description:
Brown Sand with Clay
In Place Moisture:
6.9%
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 Staked 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 10/15/2020
Proudly Serving Florida since 1990
Headquarters � C Sk t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 &J XVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-58589-0712-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557
DATE TESTED: October 14, 2020 KSM JOB# : 201159-7d/CF/jo
PERMIT#:
CONTRACTOR: Christopher Burton Homes
JOB LOCATION: 7840 Saddlebrook Drive
Port St Lucie, Florida
112.0 I I I I I
W
E I I I I I I
I I I I I I I
G 111.0 --4.1_.._.._I.._.._.._.
H
T I I I I I I
I I I I I
PJ_.._.._.. .._.._..!..
C I I I I I I
I I I I I
F I I I I I I
109.0 __.._.._..
D I I I I I I
R I I I I I
Y 108.0 —.._..+ ._.._.._.
I I I I I I
I I I I I I
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 10/15/2020
Proudly Serving Florida since 1990