HomeMy WebLinkAboutcompact test 1• eac1quarters
11345 U.S. Highway 1
• Sebastian, FL. 329580
Orlando •
723 Progress Way
*Sanford, F0327710
DATE TESTED:
PERMIT #:
CONTRACTOR:
• JOPLOCATIONO
EN6INEERIN'-'
AX!;,Vk AND TESTINR
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
•• •
Au ust 14 2020
2004-0622
•�•
Ocles Philippe
5901 P T rive
Fort Pierce, Florid
ailing
PO Box 78-1377
Sebastian, FL. 32978
• Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
•
S 20385 d/DJ/jo
NUC # 404
Nuc�Model: MC-1 EliteElite
ucN Serial #: 01404
• ••
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN • DRY eMAX. DRY PERCENT •
*OF SAMPLE DEPTHO READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W.- • —0" - 12"411W0+ - 107.3— 110.5 97.19/.6 _
2. N.W. " 108.7 098.4%
40 3. Center "- it 107.9 997.6%
4. N.E. 0 12" - 24': 040+ 108.6 98.3%
5. S. A • "• 110 106.8 096.7%
• •I escr6 iption• 112.0 - I I I I 1
Tan Sand with CRy A 1
�E
•In PI tTr
Procfdr G 1.. • I—..—.�.—..—� .—.. �..—.. ..—...
1.1°0 T I••I I•
Proctor Optimum Moisture: �— — 1 —I — * 1 • • —
12.0% • • • • P •110.0 , • I ,I I • • I •
Dry Dit�C.F. • C I • • • •
110.5 109.0—..—.�—.. 1.—..-4.—..�..— .�..—...
• • • • F �• I I• I •I• • ,
@ Test Locations the Density &- I �I • I • I • I
Penetrometer readings indicate the *108.0
Degree of Compaction Meets• R 40 l• e I •I • 190100 l e'
Minimum Requiremen 1
for Unstaked Foundatio 07.0 • — — , — — T — ,
fspectfull ubmitte 10 11 12� 13 1P 15
•• iii
��� • Moisture - 1. o Dry Weight • •
Aiy
Disclaimer: Contractor is responsible to maintain
•the tested area in4ohe condition that KSM
•= 6 completed the indicated passed compaction test.
• �; W •KSM is not responsible he tested area has been
_ 01F
faltered from the appro d inspected condition.
V.P. of Engi r'
PE # 8143 8/17/2020Pp 000
Email to: St Lucie Building Department, twincoolin@yahoo.com —
• 0 • Proudly Serving Florida since 1990