HomeMy WebLinkAboutCompaction Test ..HeadquartersA " (� (� Mailing
11345 U S. Highway 1 L�l� �t� PO Box.78 1377
Sebastian, FL._32958 Spbas f'772 589 0742
`0 an do Phone
723 Progress;VUay SOIL COMPACTION REPORT G.A.#5693,
'Sanford, FL. 32771 :ASTM D 1557 and,ASTM D6938 KSMengineering:net
DATE REVISED: March 23,2020
DATE.TESTED: February` 16,2020, KSM JOB#: 2007.77-24/CH&
PERMIT#:` 19080264 NUC# 417'
CONTRACTOR: Adams Homes Nuc Model: -3500
JOB LOCATION 5609 Palm Drive Nuc Serial#: 3417
Fort Pierce, Florida'
IT,EM.TESTED- Compacted Foundation Fill-1st&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" 45 :108.1 111.9 96.6%
2. N.W. 46 108.4 96.9.%
3. Center " 43 107.7 96.2%
4: S.E. 12"=:24" -43 107.9 S6.4%
5: N.E. 45 108.0 96.5%
6.- Center " 45 108.2 " 96.7%
Soil-Description:
Brown Sand with some 113.0 -r— 1—_
Clay E. I I I I I I
In Place Moisture: I I I I I I I
i I I I
Proctor Optimum Moisture:. T
Proctor Max.Dry,Density:P.C.F.
111.9 e —
@-Test Locations the Density'& F 1 I I 1
.Penetrometer readings indicate the I _:�— —I —•,�, _ I _ I _
Degree of Compaction Meets 09.0
Minimum Required D I
for Unstaked Foundation R` I I I I I
Y 108.0 --.,_.j—..—I —.._j..—.._j...._..j_..
Respectfully Submitte 8 9 10 11 12 13 14
`\\\111lilll/
Moisture of Dry Weight
�� •����NS ',• Disclaimer-: Contractor is responsible to maintain
9 '. iL= the tested area in the condition that KSM
o•$� W complefed the indicated passed compaction test.
KSM is not responsible if the,tested area has been
0P'•2� aitered from the approved inspected condition.
i r ri'►'i4$'�i�`�.
V.P.of Engineering
"PE#81489 3/23/2020
Email to: rjohrison@adamshomes.com
Proudly Serving Florida since.1990
,Headquarters .� __ e ./"""'4�-- �_� . --- .-Mad�ng
C! /� I
j�t(� �j a �?►
' 11346lJ S Highway'1 sk. i !'L��.I�G���t� PO Box'78 1377
,.Sebastian; F[..,32958: _ Sebastian, FL 32978?
ESTIN AWT, Phone:772�589 074"" -
723 Progress Way SOIL-COMPACTION REPORT C:A#5693 .
Sanford, FL. -32171 ASTM D 1557 and'ASTM D.6938 KSMengmeenng net
DATEREVISED.`, March 23,102
DATETESTED Febr'uary'17 2026 KSM.JOB.# 260777-1d/MH%jo
PERMIT#: 19080264 'NUC# '.630`
CONTRACTOR:' Adams.Homes Nud Model MC-10it=P
,JOB LOCATION: 5609 Palm Drive,. Nuc;Serial# 30630
"Fort Pierce,-Florida
ITEM'TESTED Compacted Foundation Fill_-`1st Lift
TEST LOCATION' 'PEN. DRY - 'MAX DRY PERCENT.
DEPTH
OF SAMPLE READ DENSITY -PROCTOR_VALu iP.C:F) COMPACT.IQN
1. S.W. A"=12" 50 106.7 has, 96:6%,
2. N.W. 108.3
3., ,Center 108:0 _ '91.7%'
4. S.E: " " ,107.6 " 97:09'
5`. N.E. " 106.9 96 7%
Soil,Description:. W 112.0
Brown Sand I I
E
in Place_Moisture: G '"1.0
6 H 1 I'
.9%
T
Proctor Optimum Moisture: _-,�_• _ I, _� J ,•j• _ J
1:10.0
12.OV'o P
Proctor-Max. Dry Density:P.C.6+. D I -1 I I_ I f:
110.5 109:0 _.I _.I,_.._.1._..-4.: 4�:.,_..;
F
@ Test Locations the Density& I I I I I I
'Penetrometer readings indicate the 1,08.0 . — j— j — .—p — —j •— - •i^
Degree of Compaction Meets D 1
R i -I I I i
Minimum Required Y
:for.Unstaked Foundation .._ _... _... ._..
Respectfully 5ubmitte 9 110 1.1 12 13 14 1�6`'
Moisture-.°to of Dry Weight
� .`GEtIS '• Disclaimer:Contractor is responsible to maintain
• " the .tested .area. 'in the condition that K SM
completed the indicated.passed action test.
W_� com R P compaction
KSM is not responsible if the tested area has been
altered from the,approved inspected condition.
a
Bryakra,, jI 1t► ��`
V.P.of Engineering
PE:#8.143'9 3/23/20210
Email to: rjohnson@adamshomes.com
Prdudly-Serving Florida since 1990
'Headquarters Mailing
11345 U.S. Highway 1 UENGINESING PO Box 78-1377
Sebastian, FL. 32958 ' 'W A
tK
Sebastian, FL. 32978
Orlando KJZ I ND TE NG Phone: 772-589-0712
723 Progress Way SOILCOMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: March 20,2020 KSM JOB#: 200777-3d/MH/jo
PERMIT#: '19080,264 NUC# 630.
CONTRACTOR: Adams Homes Nuc Model: MC-10R-P
JOB LOCATION: 5609 Palm Drive Nuc Serial#: 30630
Port Pierce, Florida
ITEM TESTED: Compacted Foundation Fill-Final Lift
TEST LOCATION PEN. DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. 24 36" 50 110.3 111.9 98.6%
2. N.W. At 50 109.6 97.9%
3. Center 50 109.9 98.2%
4. S.E. it50 108.4 96.9%
5. N.E. "' 50, 108.4 96.9%
P
Soil Description: 113.0
Brown Sand with some W
Clay E
In Place Moisture: 112.0 —
I I I I I
4.5% H
Proctor Optimum Moisture: T -
111.0
11.0% P
Proctor Max. Dry Density.:-P.C.F.
111.9 110.0 i— — .1 T �—
@ Test Locations the Density&_ F I I I
Penetrometer readings indicate'athe
109.0 _ I—•,_I _,• I ,_•. I ••_• I _
Degree of Compaction Meets p I I I
Minimum Required R
for Unstaked Foundation Y 108.0I-
8 9 10 11 12 13 14
Respectfully Submitted:
Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
.o° � dd the tested area in the condition that KSM
o ° •� \V�/1( ° o
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
°
altered from the approved inspected condition.
z g,
619r
r er,
•t
PE#16�WL .®° 3/23/2020
Email to: � L'ucie Building Deportment; rjoh'nson@adamshomes.com; joeandujar@yahoo.com
Proudly Serving Florida since 1990