HomeMy WebLinkAboutCompaction Test 2-7-22 i
4es� re-su4s 1 13 sT'a4c_Y__-
2115 Keen Road �(�((�(�1� L9001_ Oa�5 Tl C 1 I ENGINEERING
Fort Pierce, Florida A%IJA%% AND TESTING
KSM Project#: 213468-b
Provided that the existing site conditions in the area of the mother-in-law suite are not altered
between the time of issuing of this report and the beginning of construction, it is our
professional opinion that the subsurface soils in this location is suitable to support the
proposed mother-in-law suite. Please note that the recommendations listed in this report are
subject to change once the parameters of the mother-in-law suite are known. Please contact
our office once this information becomes available.
The following sections provide recommendations for the site preparation and foundation
design.
Typical Site Preparation:
The proposed building areas and areas to be paved, plus a minimum margin of five feet
beyond the proposed construction shall be stripped and grubbed of surface debris, including
vegetation, roots and organic matter. Stumps shall be removed entirely. -The building areas
should be graded level and proofrolled. Any soft yielding areas shall 'be excavated and
replaced with clean compacted fill. Sufficient passes should be made !during compaction
operations to produce a density no less than:95 percent of its modified dry Proctor value
(ASTM D 1557) to a depth of two feet.
I
After the exposed surface has been proofrolled, the building and pavement areas may be
filled to the desired grades. The fill material shall consist of clean granular sand containing
less than 10% material passing the U.S. Standard No. 200 mesh sieve. Place structural fill in
loose layers of 12 inches in thickness and compact each lift to at least 95 percent of its
modified dry Proctor value.
After excavating for the footings, the disturbed footing subgrade should be' recompacted to 95..
-percent"(minimum) of its modified dry Proctor value. This can be best achieved by making
several passes with a relatively light-weight walk-behind vibratory sled or roller.
Foundation for the Two-Story Residence:
Provided that our recommendations for site preparation are followed, the!proposed structure
may be supported on a conventional concrete monolithic foundation, with steel reinforced
footings designed for an allowable soil bearing pressure of 2,500 pounds' per square foot, or
less.
With the foundation properly designed and the site properly prepared,:we anticipate total
settlements less than % of an inch and differential settlement of less than Y4 of an inch. The
majority of the settlement should occur during construction. This is based on the assumed
loading as shown on the front page of this report and a minimum continuous stemwall footer
width of 18 inches with a minimum embedment of 16 inches. If the loading or footer is to vary
from these parameters, please contact our office for additional settlement ;calculations.
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Page 3 of 4
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Headquarters IV CA Sk t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 i;;p LVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 ! KSMengineering.net
February 8,2022 KSM JOBIi#: 213468-1d/SH/ah
CONTRACTOR: Donald Meyers
973 SW Abingdon Avenue
Port St. Lucie, Florida
I
JOB LOCATION: 2115 Keen Road
,yy��
Port St. Lucie, Florida
PERMIT#: aDol—
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the Compacted Foundation Fill- 1st Lift at the
above referenced project.
Should you have any questions, please feel free to contact our office.
I
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Respectfully, ���` �E KEG
Digitally �.. ...•...<
signed by ��� ,J �,�CENgF•�� ��
smeas ead bm s ntaa.M hmR .iga a
* Nu. sssss
teI ,VE.FLLlc63fi6Julie Keller--
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lde n * _ I
directly to the right using a
tligital signature. �. �
ft—dcoples o,tnia tlac—ta,e not Date:
onime,ed"o-d and:eared and ma Ii.
m�
.L beyedrea on an elemome aignamre Y �
wiea. 2022.02.08 �D,n '• STATE OF
R�ORIDQ'. '
13:48:42 .,Fss'- 500
ORION.*'
��
Julie E. Keller, P.E.President
PE#68366 02/08/22
Email: dmyers@accare.biz
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
I
Headquarters 1W C Sk t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
SbastiaOrlando n, FL. 32958 i� %% AND TESTING Phone:tian
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:' February 7, 2022 KSM JOB#: 213468-1d/SH/ah
PERMIT#: NUC# HUMBOLDT
Nuc Model: H50016
CONTRACTOR: Donald Meyers
Nuc Serial#: 1275
JOB LOCATION: 2115 Keen Road
Port St. Lucie, Florida
ITEM TESTED: Compacted Foundation Fill-1st Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (PI.C.F) COMPACTION
1 N.W. 0"-12" 39 107.9 111.1 97.1%
2 N.E. 39 108.3 97.5%
3 Center 40 108.9 98.0%
4 S.E. 38 107.6 96.8%
5 S.W. 38 107.3 96.6%
i
Soil Description:
Gray with Shell
In Place Moisture:
8.6%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
111.1
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 of responsible if the tested
Degree Compaction Meets area has been altered from the approved inspected condition.
Minimumm Requirement I
for Unstaked Foundation I
Julie E. Keller, P.E. President
PE#68366 2/8/2022
Email: dmyers@accare.biz I
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
I
I
• Headquarters1345 U S. Highway 1 tl' C , I' ENGINEERING PO Box 7 Mailing
8-1377
Sebastian, FL. 32958 �� AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: February 7, 2022 KSM JOB#: 213468-1d/SH/ah
PERMIT#:
CONTRACTOR: Donald Meyers
JOB LOCATION: 2115 Keen Road
Port St. Lucie, Florida
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6 7 8 9 10 11 12 13 14
Moisture-% of Dry Weight
Soil Description:
Gray with Shell
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
111.1
Julie E. Keller, P.E. President
PE#68366 2/8/2022
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 Structugral Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE
1 Headquarters I■ Cm- , t ENGINEERING Mailing
11345 U.S. Highway 1 A jrj AND TESTING PO Box 78-1377
Sebastian, FL.32958 y Sebastian, FL.32978
Orlando Phone: 772-589-0712
723 Progress Way C.A.#5693
i
Sanford, FL. 32771 KSM engineering.net
February 14,2022 KSM JOB#: 213468-2d/BS/dc
CONTRACTOR: Donald Myers
973 SW Abingdon Avenue
Port St Lucie, Florida
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida 1
PERMIT#: I
I
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the House Pad -2nd Lift at the above
referenced project.
Should you have any questions, please feel free to contact our office.
I
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,Res ectfull
p Y 9 DI Itall ♦♦��
signed b ♦�`)oe KEL�F
g Y ` �.•••�f,CENSF'
,nia aem na.been efxummaur sienee ane � j
sealedbylulie l(eller,P.E.FL lic.fi8366on Julie Keller ,
Ne dale vmed t—ltly to the right using a N o. 68366
e-t,Agn Date:vtmtea<oPie,—or tni,ao<.meme n a, m .�
:m..ea,lyea,a aeaiea aa me _
zi6n uee mwt be vetinea on anY ele[ttonic 2�22a02a�G 76 4:
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P 08:52:34 0 STATE OF
j�� '•��ORIDP. ' �2♦♦
Julie E. Keller, P.E. POresid00' �ONAI. G`♦
���1111111���` �
PE#68366 02 14 22
Email: dmyers@accare.biz
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 Struct l ral Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE
I
Headquarters 1W C IL ! ENGINEERING Mailing
11345 U.S. Highway 1 A%17 jri AND TESTING PO Box 78-1377
Sebastian, FL.32958 1 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 KSM engineering.net
DATE TESTED: February 11, 2022 KSMIJOB#: 213468-2d/BS/dc
PERMIT#:
INUC# 456
Nuc Model: MC-1 Elite
CONTRACTOR: Donald Myers Nuc Serial#: 31456
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
ITEM TESTED: House Pad-2nd Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(PI C.F) COMPACTION
1 S.W. 0" -12" 40 D 106.8 111.1 96.1%
2 N.W. 40 D 106.5 95.9%
3 Center 40 D 105.9 95.3%
4 N.E. 40 D 107.3 I 96.6%
5 S.E. 40 D 107.0 d 96.3%
i
Soil Description:
Gray Sand with Shell
In Place Moisture:
7.5% 1
Proctor Optimum Moisture:
11%
i
Proctor Max. Dry Density: P.C.F.
111.1
i
@ 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 an 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 2/14/2022
Email: dmyers@accare.biz
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 1W C Sk Aff ENGINEERING Mailing
11345 U.S. Highway 1 i1�jrj AND TESTING j PO Box 78-1377
Sebastian, FL.32958 Sebastian, FL.32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 a KSM engineering.net
DATE TESTED: February 11, 2022 KSM JOB#: 213468-2d/BS/dc
PERMIT#:
CONTRACTOR: Donald Myers
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
I
113.0 I I I I I I I
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112.0 ._.._..l_ .. ._.._..l_ .. ..� .._.._.
G I I I I I I I I
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110.0 _1._.._..�.. �.._.._�._.._..� .. .._.._.
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D 108.0 I _..�.. _�._.._..� _..�.._.._.._.._..........._.._.
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106.0 -.._.. .._.._1._..—.. -4--_.. ._.._..�..�..�.._.._,
6 7 8 9 10 11 12 13 14
Moisture-% of Dry Weight
i
i
Soil Description:
Gray Sand with Shell
Proctor Optimum Moisture:
11%
Proctor Max. Dry Density: P.C.F.
111.1 J
Julie E. Keller, P.E. President j
PE#68366 2/14/2022
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
I
Headquarters Mailing
�l C4IL t E INEERING NG
11345 U.S. Highway 1 PO Box -
g Y TESTING
Sebastian, FL. 32958 ��aLYL AND 1 EJ 1 ING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way J C.A.#5693
Sanford, FL. 32771 KSMengineering.net
February 18,2022 KSM JOB#: 213468-3d/BS/dc
CONTRACTOR: Donald Myers
973 SW Abingdon Avenue
Port St Lucie, Florida
JOB LOCATION: 2115 Keen Road
rr Fort Pierce, Florida
PERMIT#:
1
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the House Pad -3rd/Final Lift at the above
referenced project.
I
Should you have any questions, please feel free to contact our office.
Respectfully,
Digitally
signed by Julie;` -�CENs '
this item has been elenranically signed and � �
sealed by lute l(etler,P.E.EI.LIc..366 on Keller _- NO. 683ss
the date stated direnly to the rlght using a
digital signature.ies Date. —_Vrinted co D of th.document are not
nsidered signed and sealed and the
gnature vusl be¢e dwd-aPy =
etecuPPlc 2022.02.18 ��°
copies. •••
� STATE CIF
16:41:55 iO�
Julie E. Keller P.E. President
' //lllllll�� i
PE#68366 02/18/22
Email: dmyers@accare.biz
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 Struct l ral Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE
I
+ Headquarters C , AN ENGINEERING Mailing
11345 U.S. Highway 1 j��jvz AND TESTING PO Box 78-1377
Sebastian, FL.32958 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: February 18, 2022 KSM JOB#: 213468-3d/BS/dc
NUC# 456
PERMIT#:
Nuc Model: MC-1 Elite
I
Nuc Serial#: 31456
CONTRACTOR: Donald Myers I
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
i
ITEM TESTED: House Pad-3rd/Final Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 S.W. 2-3' 40 D 105.9 111.1 95.3%
2 N.W. 40 D 106.7 96.0%
3 Center 40 D 106.2 95.6%
4 N.E. 40 D 106.0 95.4%
5 S.E. 40 D 106.5 95.9%
Soil Description:
Gray Sand With Shell
In Place Moisture:
6.8%
Proctor Optimum Moisture:
11%
Proctor Max. Dry Density: P.C.F.
111.1
@ 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 an 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 appIroved inspected condition.
PE#68366 2/18/2022
a
Email: dmyers@accare.biz
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 I
Certified Women Owned Business-WBE
J
Headquarters C , AN ENGINEERING Mailing
11345 U.S. Highway 1 i117 jVL AND TESTING I PO Box 78-1377
Sebastian, FL. 32958 Sebastian, FL.32978
Orlando IPhone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT 1 C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: February 18, 2022 KSM JOIB#: 213468-3d/BS/dc
PERMIT#:
CONTRACTOR: Donald Myers
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
I
I
113.0 I I I I I I I
E
I 112.0 ..—.. ..—..-1.—..—..1-..—..-4..—..—I.—..—..l—..i—..-4..—..
G I I I I I I I I
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P I I I I I I I
110.0 fi..—.._T..—..—V—..—..r_ I.—..—..�..� �..—..—.
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107.0 j-.._.. ..—..-1.—..—.. ..—.. ..—..—j.—..—..�..1—.. ..—..—.
6 7 8 9 10 11 12 13 14
Moisture-% of Dry Weight
I
Soil Description:
Gray Sand With Shell
Proctor Optimum Moisture:
11%
d
Proctor Max. Dry Density: P.C.F.
111.1
I
Julie E. Keller, P.E. President
PE#68366 2/18/2022
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
I
I
1
Headquarters %r C IL t ENGINEERING Mailing
? 11345 U.S. Highway 1 A%17 jri AND TESTING PO Box 78-1377
Sebastian, FL.32958 Sebastian, FL. 32978
Orlando Phone:772-589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.net
March 8,2022 KSM JiB#: 213468-4d/SH/jam
CONTRACTOR: Donald Myers
973 SW Abingdon Avenue
Port St Lucie, Florida
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
I
PERMIT#:
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the Footers at the ab I ove referenced project.
Should you have'any questions, please feel free to contact our office.
I
{
I
II
I
Respectfully, KEI
Digitally sigrt6ch.--• OENsF
This item has been electronically signed and
Sealed by Julie Keller,P.E.FI.Lic.66366on by Julie Keller No. 68566
the date stated directly to the right using a V J V
digital signature. Date.
Printed copies of this document are not —
considered signed and sealed and the ^^ /�i10
c'opies.ure must be verified on any electronic
^/0/ /.03.08��
Q STATE OF
12:58:39 -05VN%*-I tORID
Julie E. Keller, P.E. President AL
PE#68366 03/08/22
I
Email: dmyers@accare.biz
Test report shall not be reproduced,except in full,without the written approval of KSM Engineer &Testing
Geotechnical Engineering-Construction Materials Testing -Special Inspections-Civil and Structural Consulting
Proudly Serving Florida since 1990 i
Certified Women Owned Business-WBE
1
Headquarters TV C 1hL t ENGINEERING Mailing
11345 U.S. Highway 1 -
g Y A%14-2 LV& AND TESTING PO Box 78 1377
Sebastian, FL.32958 Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: '
March 4, 2022 KSM JOB#: 213468-4d/SH/jam
PERMIT#:
NUC# 234
Nuc Model: MC-DR
CONTRACTOR: Donald Myers Nuc Serial#: MD60308234
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
ITEM TESTED: Footers
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1 S.W. 0"-12" 39 D 107.9 110.2 97.9%
2 S.E. 41 D 108.8 98.7%
3 N.E. 40 D 108.1 98.1%
4 N.W. 39 D 107.6 97.6%
Soil Description:
Light Brown Sand
In Place Moisture:
9.3
Proctor Optimum Moisture:
10%
Proctor Max. Dry Density:P.C.F.
110.2
@ 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 a Staked 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 3/8/2022
Email: dmyers@accare.biz
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
i
Headquarters Il C VAC ENGINEERING Mailing
� 11345 U.S. Highway 1 ��j� AND TESTING PO Box 78-1377
Sebastian, FL. 32958 Sebastian, FL.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: March 4, 2022 KSM JOB#: 213468-4d/SH/jam
PERMIT#:
CONTRACTOR: Donald Myers
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
112.0 I I I I I I I
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5 6 7 8 9 10 11 12 13
Moisture-% of Dry Weight
Soil Description:
Light Brown Sand
Proctor Optimum Moisture:
10%
Proctor Max. Dry Density: P.C.F.
110.2
Julie E. Keller, P.E. President
PE#68366 3/8/2022
Test report shall not be reproduced,except in full,without the written approval,of KSM Engineeri g&Testing
Geotechnical Engineering-Construction Materials Testing -Special Inspections=Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE