HomeMy WebLinkAboutCompaction Test Headquarters1345 U.S. Highway 1 'V N 1 A' ENGINEERING PO Box 78-11377
Orlando Sebastian, ling
FL. 32958 III% 17 LVL AND TESTING Phonetlan 772 589 0712
723 Progress Way , C.A.#5693
Sanford, FL. 32771 ��� � KSMengineering.net
November 19,2021 2 I oc KSM JOB#: 217523-1d/JM/ah
1
CONTRACTOR: David Gumpper
7655 Pelican Point Drive
Jensen Beach, Florida �0NA oeco
JOB LOCATION: 7655 Pelican Point Drive
Jensen Beach, Florida
PERMIT#:
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the Pool Footers at the-above referenced
project.
Should you have any questions, please feel free to contact our office. �I
Respectfully,
Digitally
signed b u�� '�`oE"$F' � '''�
This Item has been electronically signed and = i
sealed by Julie Keller,P.E.Fl.tic 6fl366 on Ke I I e r No. ss3ss
the date stated directly to the right using a : 1
digital signature. Date:
7`
Printed copies of this document are not •� �=
considered signed and sealed and the i
signature must be verified on any electronic 2021 •11
copies. Q' STATE OF
13:20:10 ''�.��C.� !�toR�op. gt�
Julie E. Keller, P.E. Pre909010� /�i��Oj11A1; ``
PE#68366 11/19/21
Email: gumpperl@gmail.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
Geotechnical Engineering-Construction Materials Testing -Special Inspections-Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE
F-
arters I• CP Sk t ENGINEERING PO Box 78-11377
lin
11345 U.S. Highway 1 11345
Orlando Sebastian, FL. 32958 ,� fir,` AND TESTING Sebastian, FL. 32978
Phone: 772 589 0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: November 18, 2021 KSM JOB#: 217523-1d/JM/ah
NUC# 215
PERMIT#:
Nuc Model: MC-IDR-P
CONTRACTOR: David Gumpper Nuc Serial#: MD80404215
JOB LOCATION: 7655 Pelican Point Drive
Jensen Beach, Florida
ITEM TESTED: Pool Footers
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 West 0"-12" 14D 109.3 112.1 97.5%
2 North 1115D 110.0 98.1%
3 East it15D 110.4 98.5%
Soil Description:
Brown Sand with
Some Clay
In Place Moisture:
9.0%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density:P.C.F.
112.1
Disclaimer: Contractor is responsible to maintain the tested
@ Test Locations the Density& area in the condition that KSM completed the indicated
Penetrometer readings indicate the passed compaction test. KSM is not responsible if the tested
Degree of Compaction Meets
area has been altered from the approved inspected condition.
Minimum Requirement
for Staked Foundation
Julie E. Keller, P.E. President
PE#68366 11/19/2021
Email: gumpperl@gmail.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
Geotechnical Engineering-Construction Materials Testing -Special Inspections-Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE
eadquarters
Mang
11345 U.S. Highway 1 IV N 1 ®' ENGINEERING PO Box 78-1377
Sebastian, FL. 32978
Orlando Sebastian, FL. 32958 I % � LVL AND TESTING Phone: 772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: November 18, 2021 KSM JOB#: 217523-1d/JM/ah
PERMIT#:
CONTRACTOR: David Gumpper
JOB LOCATION: 7655 Pelican Point Drive
Jensen Beach, Florida
114.0 I I I I I I I
W
E I I I I I I I I
113.0 -.._.. .._.._.I_.._... .._.._I._.._..1--.._..4.._.._.�_.._.._
G I I I I I I I I
H
T 112.0 I—.._.. ._.._ _.. .._.. ._.._.._.._.._
I I I I I I I I
P I I I I I I I
111.0 •i—.._..�.._.._.f_.._...�. .._f._.._..�.._..�. _.f_.._...
F 110.0 ....... _.._.._
j I I I I I
R 109.0 I I I I I I I
Y I I I I I I I
108.0 1--.._.. .._.._.1_.._ ._.._.. -4.._.._.�_.._.._
I I I I I I I I
107.0 �••_. I ._.._ I _.. I _.. I _.._. I ._. I _ I._.. _.�. �. r-
7 8 9 10 11 12 13 14 15
Moisture-% of Dry Weight
Soil Description:
Brown Sand with
Some Clay
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
112.1
Julie E. Keller, P.E. President
PE#68366 11/19/2021
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
Geotechnical Engineering-Construction Materials Testing-Special Inspections-Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE