HomeMy WebLinkAboutCompaction Test Headquarters Man
11345 U.S. Highway 1 I' CA Ik I' ENGINEERING PO Box 78-1377
Orlando Sebastian, FL. 32958 �� I %% AND TESTING Phoneti772589 0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
May 5,2021 KSM JOB#: 184193-1d/JM/ah
CONTRACTOR: Jim Wright
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JOB LOCATION: 6400 Koblegard Road
Fort Pierce, Florida
PERMIT#: 2101-0338
To Whom it may concern,
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.
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Bryan E. Dahlke, P.E.
V.P. of Engineering
PE#81439 05/05/21
Email to:St. Lucie County Building Department;jimwrightconstruction@gmail.com
Proudly Serving Florida since 1990
Headquarters1345 U.S. Highway 1 IP CA 1 A' ENGINEERING PO Box 78-11377
Sebastian,
n, FL. 32958 � ��� AND TESTING Sebastian,L. 32978
0 12
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: April 21, 2021 KSM JOB#: 184193-1d/JM/ah
PERMIT#: 2101-0338 NUC# 215
CONTRACTOR: Jim Wright Nuc Model: MC-IDR-P
JOB LOCATION: 6400 Koblegard Road Nuc Serial#: MD80404215
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
# OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F.) COMPACTION
1 N.E. 0"-12" 15D 115.2 116.6 98.8%
2 S.E. If15D 115.3 " 98.9%
3 Center if15D 115.9 if99.4%
4 S.W. it14D 114.9 98.5%
5 N.W. if14D 113.1 97.0%
Soil Description:
Light Brown Sand with Some Clay
and Traces of Shell Fragments
In Place Moisture:
13.8%
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
116.6
@ 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
Bryan E. Dahlke, P.E. been altered from the approved inspected
V.P.of Engineering condition.
PE#81439 5/5/2021
Proudly Serving Florida since 1990
Headquarters IV CP Sk t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box,
Orlando Sebastian, FL. 32958 Z%% AND TESTING PhoneSebastlan 772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: April 21, 2021 KSM JOB# : 184193-1d/JM/ah
PERMIT#: 2101-0338
CONTRACTOR: Jim Wright
JOB LOCATION: 6400 Koblegard Road
Fort Pierce, Florida
118.0 I I I I
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E I I I I I I I
G117.0 _.._. _..—..—.._.._.._.._ ._. _.._.._. _.._.._,.
H I I I I I I
T I I I I I I
116.0 L..—..—..L.._.._..1..—.._. —..—.. _..—..—I.._.._.._,I
F, I I I I I I
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115.0 _...{...._ _.._..—j.._..—.._,I
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114.0 -j—.._..—..� .._.._ —.._..�..—.._...__j _..—..—j.._.._..—.i
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R I I I I I I I
Y I I I I I I -
113.0 —..—.._ —..—.. _..—.. _.._.. _.._..—. —..—.._
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112.0 ....... .._..—.. .._.._.. ..—.._..�. _.._..—�..—..—.._
9 10 11 12 13 14 15
Moisture-% of Dry Weight
Soil Description:
Light Brown Sand with Some Clay
and Traces of Shell Fragments
Proctor Optimum Moisture:
13.0%
Proctor Max. Dry Density: P.C.F.
116.6
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE#81439 5/5/2021
Proudly Serving Florida since 1990