HomeMy WebLinkAboutCompaction Test 2-8-22 ail �2st,��-�-s r I , a 13
�'DJO 2115 Keen Road C Ilk At ENGINEERING
Fort Pierce, Florida i1011% 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 suitaIble 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:
I
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. I 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.
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 1/4 of an inch and differential settlement of less than '/4 of an inch. The
majority of the settlement should occur during construction. This is basted 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 settlements calculations.
Page 3 of 4
6 v
t Headquarters Mailing
11345 U.S. Highway 1 'V C '1 t ENGINEERING PO Box 78-1377
Sebastian, FL. 32958 1%QP 4%% 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 JO i#: 213468-1d/SH/ah
CONTRACTOR: Donald Meyers
973 SW Abingdon Avenue
Port St. Lucie, Florida
JOB LOCATION: 2115 Keen Road
Port St. Lucie, Florida
PERMIT#:
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the Compacted Foul dation Fill- 1st Lift at the
above referenced project.
Should you have any questions, please feel free to contact our office.
Respectfully,
Digitally v F
%.%GENSF
signed by
hi,itemhasbeeneh[V.nicaliY+ignedand No. 68366 _
sealed by t.iie[ells,P.E.il.❑a.68...on Julie Keller-* ; * * _
the date+[rated dire<Uv to the rigs usinga
dlgltal tlgv,.ee. Date:
wmtea c.Pie:m m.e d«.mem arc..t
;Ign a—t.e bedanrditeedal.endand the
nYe b.o STATE OF P 2022.02.08!0
13:48:42
Julie E. Keller, P.E.President ►I I I I��
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 Structl ral Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE
r j
s Headquarters Mailing
11345 U.S. Highway 1 �' CP 1 /' ENGINEERING PO Box 78-1377
Orlando Sebastian, FL. 32958 jv% AND TESTI N G { Phone: 772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 f KSMengineering.net
DATE TESTED: February 7, 2022 KSM JOB#: 213468-1d/SH/ah
NUC# HUMBOLDT
PERMIT#: Nuc Model: H50016
CONTRACTOR: Donald Meyers Nuc Serial#: 1275
JOB LOCATION: 2115 Keen Road
Port St. Lucie, Florida
I
ITEM TESTED: Compacted Foundation Fill-1st Lift j
TEST LOCATION PEN DRY MAX. DRY ! PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P 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%
9
{
Soil Description: 1111
Gray with Shell
In Place Moisture:
8.6% J
Proctor Optimum Moisture: 1I
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 I
passed compaction test. KSM is not responsible if the tested
Degree of Compaction Meets I
Minimum Requirement
area has been altered from the approved 1 inspected condition.
for Unstaked Foundation
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 j
Certified Women Owned Business-WBE
9
'd Headquarters Mailing
11345 U.S. Highway 1 T&P C 1 t ENGINEERING PO Box 78-1377
Sebastian, FL. 32958 L%% AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 KSMengineering.net
DATE TESTED: February 7, 2022 KSM JO #: 213468-1d/SH/ah
PERMIT#:
CONTRACTOR: Donald Meyers
JOB LOCATION: 2115 Keen Road
Port St. Lucie, Florida
113.0 I I I I I I I
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107.0 t—.._.. .._.._.j_.._..+.._.._j._.._..� .._.:�.._.._.f_.._.._
I I I I I I I I
106.0
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 Struct9 ral Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE
i Headquarters IV C Ik t ENGINEERING Mailing
11345 U.S. Highway 1 A%LOP AND TESTING PO Box 78-1377
Sebastian, FL.32958 Sebastian, FL. 32978
Orlando j Phone: 772-589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 KSMengineering.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
A
PERMIT#: 4; Q 6 7 5
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.
I
Should you have any questions, please feel free to contact our office.
I
Respectfully, Digitally
`��J,%e KEI
signed by `` j • �CENSF' .+
m.eem na.beep 611—maily.ig-d— Julie . �����Keller /sealed by lulie Keller.P.E.FI.tic.68366 an _ No /
the date stated d've<tly tv the right using a /
aigital,ig�awre. Date:Printed eP�e.ohms aa�mem are yet
aemerea ai�ee aga.emee aga me � _�
vgNuremustbe hfedenaryelectrmi< 2022.02.16
08:52:34 0��. STATE OF
Julie E. Keller, P.E. POresi00' "//1"ONAL
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 Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE
i
I
Headquarters T&M CP 1 ®' ENGINEERI G l Mailing
N i
11345 U.S. Highway 1 �17 jVL AND TESTING PO Box 78-1377
Sebastian, FL.32958 i Sebastian', FL. 32978
Orlando j 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 111JOB#: 213468-2d 2022 KSM BS/dc� /
PERMIT#: 1 NUC# 456
Nuc Model: MC-1 Elite
CONTRACTOR: Donald Myers Nuc SI rial#: 31456
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
I
ITEM TESTED: House Pad-2nd Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 S.W. 0" -12" 40 D 106.8 111.1 96.1%
I
2 N.W. 40 D 106.5- 95.9%
3 Center 40 D 105.9 95.3%
4 N.E. 40 D 107.3 96.6%
5 S.E. 40 D 107.0 1 96.3%
I
1
Soil Description:
Gray Sand with Shell
I
In Place Moisture:
7.5
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 iln the condition that KSM
For an Unstaked Foundation I
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.
i
PE#68366 2/14/2022
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
Mailing
Headquarters IV C Sk t ENGINEERING
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
SOIL COMPACTION REPORT
723 Progress Way i C.A.#5693
Sanford, FL. 32771 ASTM D 1557 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
113.0 I I I I I I I
W
E I I I I I I I I
1 112.0 1—..—.. ..—..-1.—..—..1--..—..-4..—..—I.—..—..�..—..� ..—..—.
G I I I I I I I I
H
T 111.0
'
Z—F
P 110.0
CI.—..—.
F 109.0L .—..—..D 108.0
R
........----........----....
I I I
Y I I I I I I I I
107.0 r ..—.. ..—..—j.—..—.. ..—.. ..—..—j.—..—..� ..—..� ..—..—.
I I I I I I I I
106.0 —..—..-4..—..-1.-..-.. I.-..—..�..—.. � ..—..—,
6 7 8 9 10 11 12 13 14
Moisture-%of Dry Weight
Soil Description:
Gray Sand with Shell
Proctor Optimum Moisture:
11%
Proctor Max. Dry Density: P.C.F.
111.1
Julie E. Keller, P.E. President
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
Headquarters 1W VA V t ENGINEERING Mailing
11345 U.S. Highway 1 Z%LOP lVL 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
I
February 18,2022 KSM JOB#: 213468-3d/BS/dc
i
CONTRACTOR: Donald Myers
973 SW Abingdon Avenue
i
Port St Lucie, Florida
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
PERMIT#: �aO CQ—),5
To Whom it may concern,
i
Enclosed, please find the nuclear density test results performed on the House Pad-3rd/F inal Lift at the above
referenced project.
I
i
Should you have any questions, please feel free to contact our office.
I
I
Respectfully,
Digitally
signed by Julie;` b�CEN3F . �Q
This hem has been electronically ipn dand _` /
sealed by Julie Keller,P.E.El.lit.fi836ti on N o. 68366
the dare sratetl directly to t Keller he right using a
digdaifiga are of f
Printed copp ies th' ocument rs d not Date:
onsidered signed and sealed and[he 06
=;peremetbeyeriredrsnaeyeienrrsnie 2022.02.18 �� '• �,
16:41:55 G STATE OF
05
Julie E. Keller, P.E. President
'001
ONAL,�?�`�`
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 Structural Consulting
Proudly Serving Florida since 1990 Id
Certified Women Owned Business-WBE
i
Headquarters 1W C 'L t ENGINEERING Mailing
11345 U.S. Highway 1 A%&00 AVL 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
N
PERMIT#: UC# 456
Nuc Model: MC-1 Elite
CONTRACTOR: Donald Myers Nuc Si rial#: 31456
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
{
ITEM TESTED: House Pad-3rd/Final Lift j
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 I 95.4%
5 S.E. 40 D 106.5 1 95.9%
i
i
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 l
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 ap Iroved inspected condition.
PE#68366 2/18/2022
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 Structl ral Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE
i
Headquarters IV C , t ENGINEERING Mailing
11345 U.S. Highway 1 4VL 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 KSMengineering.net
DATE TESTED: February 18, 2022 KSM JOB#: 213468-3d/BS/dc
PERMIT#:
CONTRACTOR: Donald Myers
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
113.0 I I I I I I I
W I I I I I I I I
E
I 112.0 ..—.. ..—..-1.—..—.. .—..—..�..—.. �..—..—.
G I I I I I I I I
H
T111.0 ..........— —..� —.. ..—..—.
P I I I I I I I
110.0 fi..—..I..—..—V—..—..1—.. 7..—..-1.—..—..r—: -T..—..—.
C I I I I I I
F 109.0 .—..—..�..—..�..—..—.
I I I I I I I
I I I I I I I
D108.0 i —..—.. —i.—..—..� —.. ..—..—i.—..—..� —.. ..—..—.
R .
Y I I I I I I I I
107.0 .—..—.. .—..—..�.,.—.. ..—..—.
I I I I I I I I
106.0 .—..—.. —;.—..—..�..—..�..—..—,
6 7 8 9 10 11 12 13 14
Moisture-%of Dry Weight
Soil Description:
Gray Sand With Shell
Proctor Optimum Moisture:
11%
Proctor Max. Dry Density: P.C.F.
111.1
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 Engineerng&Testing
Geotechnical Engineering-Construction Materials Testing -Special Inspections-Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE
e,
Headquarters C III, t ENGINEERING Mailing
0 11345 U.S. Highway 1 Z%L`sVjVL 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 JOB#: 213468-4d/SH/jam
CONTRACTOR: Donald Myers +�
973 SW Abingdon Avenue 1
Port St Lucie, Florida
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
PERMIT#: as o ,_ 0a- `�
To Whom it may concern, v
Enclosed, please find the nuclear density test results performed on the Footers at the above referenced project.
Should you have any questions, please feel free to contact our office.
1
I
i
I
I, I
Respectfully,
Digitally sigrz�ch..` %CENsF .!A
This item has been electronically signed and � �
sealed by Julie Keller,P.E.FI.Lic.68366 on by Julie Kel�'r No. ss3ss
the date stared directly to the right using a _ I
digital signature. Date: •�• •�•
Printed copies of this document are not �
considered signed and sealed and the _
signature must be verified on any electronic 2022:03:08 -� ��
0 STATE OF
copies. `
12:58:39 -05'�l,CVts;' �c011110p. G�?�`
Julie E. Keller, P.E: President I/ONAL`%\\\��
PE#68366 03/08/22
Email: dmyers@accare.biz
Test report shall not be reproduced,except in full,without the written approval of KSM E�gineering&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 1 ! ENGINEERING ! Mailing
!f 11345 U.S. Highway 1 A%I;P aVL 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 1 KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: March 4, 2022 KSM JOB#: 213468-4d/SH/jam
PERMIT#: J NUC# 234
Nuc Model: MC-DR
CONTRACTOR: Donald Myers Nuc Serial#: MD60308234
I
JOB LOCATION: 2115 Keen Road
Fort Pierce, Florida
I
ITEM TESTED: Footers
TEST LOCATION DEPTH PEN DRY MAX. DRY + PERCENT
OF SAMPLE 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%
I
1
1
Soil Description:
Light Brown Sand
I
In Place Moisture: 1
9.3% 1
i
Proctor Optimum Moisture:
10%
I
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 ap i roved 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 _
1
Headquarters IV CP IkL ff ENGINEERING Mailing
Sebastian, FL!g 29 81 i1*4-JJ i AND TESTING PO Box 78-1377
Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way C.A.#5693
Sanford, FL. 32771 SOIL COMPACTION REPORT KSMenginee ring.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
W I I I I I I I
E I I I I I I I I
I111.0 I—..—.. ..—..— .—..—..�..—..� ..—..—j.—..—..�..7..�..—..—.
G I I I I I I I I
H
T 110.0 —.. ..—..—�.—..—..� —.. .. — — —..� .. ..—..—.
I I I I I I I
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109.0 1--..—..-T..—..— 1.—..—..� .. i .., ..—..—.
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I I I I I I I i I
105.0 —1.—..—..�..—.. ..—..—�.—..—..�..7.. �..—..—,
5 6 7 8 9 10 11 1 12 13
Moisture-% of Dry Weight
Soil Description:
Light Brown Sand
1
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 Engi nee ring!&Testing
Geotechnical Engineering-Construction Materials Testing -Special Inspections-Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business-WBE