HomeMy WebLinkAboutCompaction Test Headquarters
1:1345;U S Highway 1` C-FOLArl INGINEEW ox 78-1377
Sebastiah, FL._32978
Sebastia"n, FL.`32958 , ;'-ANa TESTING
•Orlando. Phone;'772-589 07 i2
723 Progress V/ay MPACTlON R EP .OR T w C A:#5693
SOIL•:CO
'Sanford;FL 327.71 KSMengineenng.net
ASTM D 1557 and ASTM D.2922
(3ATE-REVISE®;= March 23;2OZ-0
.DATE.TESTED :: January A!.262Q. KSM'JOB# 2004,63=1djCH/ct
PERMIT#: 1§6 0291
CONTRACTOR: Adams Homes
JOB.LOCATION:- 5309,PaIm D,.rive
Ft. Pierce,-Florida
ITEM TESTED: Compacted Foundation Fill
TEST•LOCATION PEN DRY JV1AX.DRY' PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR.VALUE.(P.C.F) COMPACTION,
1.-S.W. 0"-'12" 40 106.7 110.5, 96:6%
2. N.W. 43 107:0 " 96.8%,
3: Center If40 .106.6 196.5%
4 ='S.E. 45 10.7.44 "- 97.2%
5`, N.E. 45 107.7 " 97.5%
112.0.
W
E
Soil Description:
Brown Sand G 111.0
i
H
E I 1 L 1
In'Place Moisture; -114.0
1..
. I I
Optimum Moisture: C I ( I ! I
Max. Dry Density:P.C.F. F I I I I I
110.5
p 1'08.0 .._.1_..._.i._.._f.—..y...—.. ..—..�
@Test'LocationsThe R
Density&'Penetrometer
Y
Readings Indicate.the 1.07:0 —
Degree_of CompactiolwMeets;, -9 11Q, 11 12 13 14 15
Minimum Required
for`.gQ�t�hvq, ' tYda,/ion. rsr'j Moisture-%of Dry Weidht
�. mitt Disclairner: Contractor is responsible to-maintain
ti:° 1g39. the tested area ' in the condition that OM
m e10' W' completed the indicated passed compaction test.
,®'•. p'C' ®� Z` KSM is.not responsible if the tested area'has been
altered'from the approved inspected) condition.
'D7�1!Kar P'
F{!q N
�
E to: ;stelrs7@gmail.com
..PeoudlyServing.florida.since 1990
HeadquartersT'V ENGINE E y Mailing
11345 U.S. Highway 1 � PO Box 78-1377
Sebastian, FL. 32958 21117%0i AND TEST NG Sebastian, FL. 32978
OrlandoPhone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED: March 20, 2020 KSM JOB#: 200463-2d/MHAo
PERMIT#: /9080291 NUC M 630
CONTRACTOR: Adams Homes, Nuc Model : MC-10R-P
JOB LOCATION: 5309 Palm Drive: Nuc Serial M 30630
Ft. Pierce, Florida
ITEM TESTED: Compacted Foundation Fill-2nd Lift
TEST LOCATION PEN DRY MAX.DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. 121l.-24" 50 108.1 110.5 97.8%
2. N.W. IT50 107.1 it96.9%
3. Center 50 109.1 98.7%
4. S.E. 50 108.1 97.8%
5. N.E. 50 106.9 96.7%
112.0 -
W
E I I I I I
Soil Description:
Brown Sand G 111.0
H I I I I
In Place Moisture: T I j_ I• I 1105.8% F
Optimum Moisture:
12.0% 109.0
FMax. Dry Density: P.C.F.
110.5 108.0
@ Test Locations The D
..---.........
R I I I I I
Density& Penetrometer Y I I I I I
Readings Indicate the 107.0 �— — ;— — — -; — -;- —••;
Degree of Compaction Meets 9 10 11 12 13 14 15
Minimum Required
for Unstaked Foundation Moisture-IN,of Dry Weight
aoad`aa�oacaaeoa
�@�6�astrJllyriiat�d: Disclaimer: Contractor is responsible to maintain
oe•s�Y opjO "'''�� d� .
o4, E �;°• � the tested area in the condition that KSM
°
o ° n completed the indicated passed compaction test.
'�O• KSM is not responsible if the tested area has been
.-4 •r.,.�...'—..-� altered from the approved inspected condition.
QU
°.• °�� omm 3/'.3/2020
E'fala�t�C Lea g4Biailding Department; rjohnson@adamshomes.com;stelrs7@gmail.com
aI' "'°3 Proudly Serving Florida since 1990