HomeMy WebLinkAboutCompaction report�HAqTrarte rs � t ENGINEERING Mailing
11345 U.S. Highway 1 PO Box 78-1377
•Sebastian, FL. 329580 ND ESTING a astan,FL. 32978•g0rlando M �hone:772-589-07120
723 Progress Way SOotq!!REPO T• C.A.# 5693
*Sanford, FI.327710 STM D 1557 and ASTM D 6938SM gineering.net
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D • TE July 2 KSM JOB #: 203-1d/•/jo
IT� AOP-0277 •SGC # 'a 04P=
• C011TRACTOf DPGRden—RoMme s Pc Model. IC -1 Elio
isJO&LWAM: 5315 Treetop Trail Nu Ser 031404
Fort=, Florida
ITEM TESTED: Compacted Foundation 1st & 2nd Lift •
TEST LOCATION 40 DEPTH, PEN 9 VRY 9 —MAX. DRY _ • PERCENTe
*OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. *0" - 12"
2. S.W.• V
03. Center "
04. N.W6 012" - 24"
05. N.E.•• 110 6. Cent�F "
• Soil Description:
Brown SiltySlowim =
In Place Moisture:
16.4° —
• POro N*or Op imMum J 061E ure:
12.0j • • • •
Proctor Max. Dry Density: P.C.F.
110.9 �a
!Pirt Loca!Rons th?DensRy &0
0 Pe rometer dings indicate tha
• Dee of Comction a ts� •
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
='�!1,,,,'y".01,40-6836619
35
107.3
110.9
96.8%
040+
108.2
110
4097.6%0
040+
108.5
of
097.8%
37
107.6
1]*
•
•97.0°/Ab
37
106.9
096.4%
+
107.8
097.2%
10 1111 112 13 14 1.5
Nfoisfure° of D
iscs ary eig t
Dimer: Contractor is responsib�to min
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition
-•II,i1.01-
• PE # 683660041
8366•.. •7/9/2020
Email to: St Lucie Building Department; lave@ averFlorid
s.c
P oudly Sersinc#1990
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10 1111 112 13 14 1.5
Nfoisfure° of D
iscs ary eig t
Dimer: Contractor is responsib�to min
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition
-•II,i1.01-
• PE # 683660041
8366•.. •7/9/2020
Email to: St Lucie Building Department; lave@ averFlorid
s.c
P oudly Sersinc#1990
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