HomeMy WebLinkAboutCompaction Test 06/02/2020 15:54 7725896469 KSM ENGINEERING PAGE 01/01
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11345 U.S. Highway 1
Orlando Sebastian, PL. 32958 Phone:VL AND TESTING 'an, FL. 32978
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: June 1, 2020 KSM JOB#: 202452-zd/CH/jo
PERMIT#: 1911-0014 NUC# 417
CONTRACTOR: William Layne Nuc Model: 3500
JOS LOCATION: 15375 Skyking Drive Nuc Serial#: 3417
Fort Pierce,Florida
ITEM TESTED: Footers for Pole Barn
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. South Footers -48" to -36" 45 112.4 1 .4.4 98.3%
2, North Footers " 45 112.0 97.9%
Soil Description:
Brown Sand with Clay 116.0
VV I
E
In Place Moisture: I I I I I 1
16.0% G 115.0 �.._ _•._ . —.._ ,. �. — -
H I 1 I I I
Proctor Optimum Moisture- T
X1.0% 114.0
\-44
P
Proctor Max. Dry Density:P.C.F.114.4@ Test Locations the Density& FPenetrometer readings indicate the
Degree of Compaction Meets 112.0
Minimum Requirement I7
R I ! I I I
for Staked Foundation Y ( I I I I
Respectfully Submltted::==*'" 111.0 4.._...
8 9 10 11 12 13 14
ij�i. DA J''e
N � Moisture-% of Dry Weight
s •� ' '
Disclaimer; Contractor is responsible to maintain
�: O• 439W the tested area in the condition that KSM
f L completed the indicated passed compaction test.
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> 04� �� KSM is not responsible if the tested area has been
:.,4. 01 0-•���`+ altered from the approved inspected condition.
N A�
farlttk501
Bryan E. Dahllce, P.F.
V.P.of Engineering
PE#81439 6/2/2020
Email to: Dougbrantley841g@gmail.com
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