HomeMy WebLinkAboutCompaction Test Headquarters %27
1k ENGINEER H 1 PO Box 78-11377
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1134���U.S. Highway 1
Orlando Sebastian, FL. 32958 JLYL
AND TESTirW SebasPhone:tlan, FL. 32978
772 589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
October S,2021 KSM JOB# : 216409-3d/BS/ah
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CONTRACTOR: Ron Raymond Construction, Inc. t (z
P.O. Box 12058
Fort Pierce, Florida
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JOB LOCATION: 17703 Bridle Way
Fort Pierce, Florida
PERMIT#:
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the Compacted Foundation Fill- Final Lift at
the above referenced project.
Should you have any questions, please feel free to contact our office.
RECEIVED
OCT 25 2021
St.Lucie County
Permitting
Respectfully, ����� I I ►/��//
Digitally ��``J�►�E KE�1�!.,�
signed by •` �rc�NsF•.•.p
Thu@em has been eleRranicalNsignedand Julie Keller_' No. ss3ss
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sealed bylulie Keller.P.E.FL lic.683fi6 on ..
the date staled direcdyto the right usinga =
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M oapire. Date:
Prirrted espies of this document ere not
considered signed and seated andthe
signature must b—itlad on any electronic 2021.10.05-A • ' w�
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13:28:44 '.i°t► �tOR►oo►. •CC��`� .r
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Julie E. Keller, P.E. resident
PE#68366 10/05/21
Email: raymond24@bellsouth.net
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
Headquarters � ■�■ff Mailing
11345 U.S. Highway 1 TA '& ENGINEER ; PO Box 78-1377
Sebastian, FL. 32958 Ki& AVL AND TESTiria Sebastian, FL. 32978
Orlando 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: October 4, 2021 KSM JOB#: 216409-3d/BS/ah
PERMIT#: NUC# 528
Nuc Model: MC-IDR-P
CONTRACTOR: Ron Raymond Construction, Inc. Nuc Serial#: MD049528
JOB LOCATION: 17703 Bridle Way
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill-Final Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 N.E. 0"- 12" 40 108.1 111.0 97.4%
2 S.E. 107.8 if97.1%
3 Center 108.5 it97.7%
4 S.W. it tt109.1 it98.8%
5 N.W. it108.7 it97.9%
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
10.7%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
111.0
@ Test Locations the Density&
Penetrometer readings indicate the
Degree of Compaction Meets Disclaimer: Contractor is responsible to maintain
Minimum Requirement the tested area in the condition that KSM
for Unstaked Foundation completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
Julie E. Keller, P.E. President
altered from the approved inspected condition.
PE#68366 10/5/2021
Email: raymond24@bellsouth.net
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
Headquarters1345 U.S. Highway 1 ENGINEER"'103 PO Box 78-11377
-SebastiaOrlando n, FL. 32958 ,� AYL AND TESTmu PhoneSebastian, FL. 32978
772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: October 4, 2021 KSM JOB# : 216409-3d/BS/ah
PERMIT#:
CONTRACTOR: Ron Raymond Construction, Inc.
JOB LOCATION: 17703 Bridle Way
Fort Pierce, Florida
112.0 I I I I I I I
W
E I I I I I I I I
111.0
H I I I I I I I I
T I I I I I I I
110.0 J—•._..-L._.._J._.._..L_.. 1.._.._1._.._. _..1.._.._.
P I I I I I I I I
C I I I I I I I
F I I I I I I I I
I I I I I I I
108.0 7.._..�.._ ._ ._.._.. .._..�.._.._�._.._..�.._..�.._.._,
D
R I I I I I I I
Y I I I I I I I
107.0 I _.. ..—.._..—.._.. .._..�.._.._.._.._..�.._..�.._.._,
I I I I I I I I
I I I I I I I I
106.0 ---.._..-4 ._.._.. ._.._..�.._..�..._..—�
7 8 9 10 11 12 13 14 15
Moisture-% of Dry Weight
Soil Description:
Brown Sand with
Traces of Shell
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
111.0
Julie E. Keller, P.E. President
PE#68366 10/5/2021
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