HomeMy WebLinkAboutCompaction Test Headquarters �rCPSL ` NGIN ERIN Mailing'
11345 U.S. Highway 1PO Box 78-1377
Sebastian, FL. 32958 AVJL 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 and ASTM D.6938 KSMengineering.net
DATE TESTED: May 11, 2020 KSM JOB#: 202083-3d/SH/ct
PERMIT#: 2003-0505 NUC# 528
CONTRACTOR: Dave Golden Homes Nuc;Model:- MC-1011-0
JOB LOCATION:.. 4920 Conley Place Nuc Serial#: MD049528
Ft. Pierce, Florida
ITEM TESTED: Compacted Foundation Fill-2nd Lift
TEST LOCATION PEN DRY MAX.DRY PERCENT,,,
DEPTH
OF SAMPLE READ DENSITY- PROCTOR VALUE(P.C.F) COMPACTION .
1: N.W. 12"-24" 40 108.0 108.9 ; 99.2%
2. N.E. .40 107.9 " 99.1%
3. Center 41 108.1 99.3%
4. S.E. 39 107.3 98.5%
5. S.W. 39 107.6 98.8%
Soil Description:
Brown Sand with W
E
Some Clay
In Place Moisture: G 109.0 }- — — — .......................
f
10.6% H
T
Proctor Optimum Moisture: 108.0 —•1-••— —••-(•—•• -•.1. —...
12.0% P V
Proctor Max.Dry Density:P.C.F.' CI I I I
107.0 —• .
—.
108.9 F
@ Test Locations the Density&
Penetrometer readings indicate the 106.0
Degree of Compaction.Meets D
I
Minimum Requirement Y
for.Unstaked.Foundation. 105.0
Respectfully Submitted: 9 10 11 12 13. 14 15
4ois 104 Moisture-%of Dry Weight'
��• JX,• •.••••••.. �( � Disclaimer: Contractor is responsible to maintain
: -�GENStc''•�'A the tested area in the condition that KSM
_ • : r.
4No. 683
= completed the indicated passed compaction test.
66
KSM is not responsible if the tested area has been,
•Os : STATE OF altered from the approved inspected condition.
. �
reside �'''•
#68366 5/12/2020 .
Email to: dave@davegoldenhomes.com
Proudly Serving Florida since 1990
+leadqu XP 10 IL
� EN IN ERIN Mailing
11345 U.S..S. H Highway 1PO Box 78-1377
Sebastian, FL. 32958 TESTING&VL AND 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: May 11,2020 KSM JOB#: 202083-2d/SH/ct
PERMIT#: 2003-0505 NUC# 528'
CONTRACTOR: Dave Golden Homes Nuc Model: MC-10R-P
JOB LOCATION: 4920 Conley Place Nuc Serial#: MD049528
Ft. Pierce, Florida
ITEM TESTED: Compacted Foundation Fill-1st Lift Retest
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT .
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. N.W. 24"-36" 39 107.6 108.9 98.8%
2. N.E. 40 108.1 99.3%
3. Center 40 107.8 99.0%
4. S.E. 39 107.1 98.3%
5.`S.W. 41 108.0. 99.2%
Soil Description: 110.0
Brown Sand with W
E
Some Clay
In Place Moisture: G 109.0
9.9% H I I I
T
Proctor Optimum Moisture: 108.0 •1-- — — — I — —( — —..1..—
12.0% P
Proctor Max. Dry Density:P.C.F. C I I I I
108.9 107.0 J.—..-1:—..-4..—. —.
1=.
@ Test Locations the Density& I I I
Penetrometer readings indicate the 106.0
Degree of Compaction Meets D
Minimum Requirement R I I
Y
for Unstaked Foundation 105.0
I I I — I — I —
Respectfully Submitted: - 9- 10 11 12 13 14 15
t•i,��i IIago,, Moisture-%of Dry Weight
��•'� �. '''�, Disclaimer: Contractor is responsible to maintain
'�'J�'� •"•••'''•�� the tested area in .the condition that KSM
y10ENS�..i�,A
• completed the indicated passed compaction test.
N9...683.68- = KSM is not responsible if the tested area has been
��. altered from the approved inspected condition.
?� STATE OF
Preside/J:AL�
E#68 6'"''' 5/12/2020
Email to: dave@davegoldenhomes,com
Proudly Serving Florida since 1990